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Item 6.3 • Item #6.3. City of Elk -�-, River MEMORANDUM TO: Planning Commission FROM: Michele McPherso , Director of Planning DATE: August 27, 2002 SUBJECT: Case No. P 02-19 Request by Thomas Dunsmore for Preliminary Plat Approval — Elk River Town Office Development Request The applicant requests preliminary plat approval to replat Lot 1,Block 2 and Lot 2,Block 1, • Mulvany Point into townhome office lots. Attachments • Location Map • Memo from the City Engineer • Preliminary Plat • Site Plan • Grading Plan • Landscape Plan • Detailed Landscape Plan • Walkout Unit Elevations • Walkout Floor Plans • Triple Office Storage Elevations • Triple Office Floor Plans Overview The applicant is requesting preliminary plat approval of a replat of Lot 1,Block 2,and Lot 2, Block 1,Mulvany Point. Lot 1,Block 2 will be subdivided first into two parcels and then into smaller parcels for individual office spaces. Lot 2, Block 1 will be subdivided into • smaller office space lots. This request does not include a review of the design standards of Memo to Planning Commission/P 02-19 August 27,2002 Page 2 • the buildings themselves,as offices are a permitted use within the Business Park District and require only administrative approval for construction. Analysis The office townhome concept is similar to residential townhomes in that one building is built but is legally subdivided into individual lots so that a purchaser owns their own portion of the building. There is a large lot that is owned"in common" by all individual owners which contains parking, green space, drainage and detention areas, and signage. The subdivision of Lot 1,Block 2,Mulvany Point into two parcels results in a vacant lot of 6.49 acres. Five acres will be dedicated to the office townhome lots. There are proposed to be 17 office units and 1 common lot. The replat of Lot 2,Block 1,will result in 9 individual office lots and one common lot. The building setbacks,while not met for each individual office unit,are met in the overall plan. This is also true for the parking lot setbacks. The setbacks comply with the Business Park District standards. Circulation, Drainage and Utilities Access to the sites will be from 3rd Street. One access is provided for the buildings on Lot 2, Block 1. Two access points are proposed for those on the north side of the street (Lot 1, • Block 2). The second access will be to the rear of buildings One and Two. The City Engineer has addressed grading,drainage and utilities in his memo. There are no substantial issues to be concerned about in regards to these items. Landscaping The applicant has submitted a landscape plan,which complies with the standards set forth in the Business Park District. Recommendation Staff recommends that the Planning Commission recommend approval of the preliminary plat of Elk River Town Office Development with the following conditions: 1. ALL COMMENTS OF THE CITY ENGINEER SHALL BE ADDRESSED. 2. THE BUILDINGS SHALL COMPLY WITH ALL BUILDING AND FIRE CODES. • S:\PLANNING\Cue Files\P 02-19 Elk River Town Office\8-27 PC memo.doc TH ST • EN 0 C%0 4r� '4,mo 0 o �� 011111:t!menTO. � 0 BO 'C I iMLMii • "" FcS *40 >r -'� 0 o ' a ..off VIII = 4 gHH N ; Wu 5 H Q® 11 IP W SIT TR ET ' N . E z 3RD ST. MAIN , I grir ND STFE=- Q "'14 • sTliggyL�tiL182nd •v N• vZ 411rN 'I'���� • /� ly CCCC PH ARCELE • /s /,°000 : � C � w UPA / - - - 4110 f iVLLas w w V w F- z Fo v� N -J 'pO ith � -57 ("• O • • 179th AVENUE NW I DUSTRIAL CIRCLE 0 f Location Map oN River Case Number. P 02-19 THE PINES TOWN OFFICE PARK -414 414 rOc/441 . ii Howarc R. Green Company y August 20, 2002 File: 818840J-0240 Ms. Michele McPherson Director of Planning City of Elk River 13065 Orono Parkway Elk River, MN 55330 RE: PINES TOWN OFFICE PARK Dear Ms. McPherson: As requested, we have reviewed the submittal package for the Pines Town Office Park. This is the business condominium proposal on Lot 2, Block 1 and Lot 1, Block 2, Mulvaney Point. The submittal package was prepared by Mohagen Architects, Ltd., and Ulteig Engineers, Inc. Based upon our review and comments received at the staff review meeting, we would offer the following comments: • 1. The paved area and green space behind Buildings 1 and 2 drain directly to Tyler Street. There is no internal storm sewer that intercepts the runoff from this area. The storm sewer system should be modified to pick up the runoff from this area and route it through the proposed development pond. 2. The area behind Buildings 6 and 7 appears to have omitted the 908 contour. This area, which is essentially landscaped, drains off of the site onto Lot 3, Block 1. The only concern in this area is where the roof drainage goes. If roof drainage off the back of the buildings also flows this way, it should be intercepted in the storm sewer system or by gutters placed on the rear of the buildings to direct roof drainage internally to be picked up by the storm sewer system. 3. There were no storm drainage calculations provided with this submittal package. Storm drainage calculations including pond design will need to be submitted, reviewed and approved prior to final approval of the proposal. The proposed storm sewer concept for these two lots is to have an internal storm sewer system interconnected under Third Street with a pond constructed just southwest of Lot 1, Block 2. The storm sewer systems for Lot 2, Block 1 and Lot 1, Block 2 operate as one system. We question whether or not the storm sewer systems should be designed independently, each outletting separately to the proposed pond. If either of the condominium areas is ever intended to be sold separately, independent designing would likely provide for an easier real estate transaction. 411 Ltr-082002-McPherson[1] 1326 Energy Park Drive • St. Paul, MN 55108 • 651/644-4389 fax 651/644-9446 toll free 888/368-4389 ID Ms. McPherson August 20, 2002 Page Two On Lot 1, Block 2 there are only three catch basins to pick up all of the parking lot and roof drainage. We question whether this number of catch basins is sufficient for the quantity of water expected from this portion of the development. 4. The proposed pond does not show an emergency overflow elevation. One should be designated and designed into the pond. Also, the pond appears to have 3:1 side slopes. The pond needs to be designed according to Best Management Practices, which would require flatter side slopes above the normal water level, including a bench area. 5. Sanitary sewer and water service are provided from the public utilities under Third Street. Sanitary sewer and watermain are run internal to both lots with individual services to each unit. The water system on Lot 1, block 2 needs to be looped. This can be accomplished by connecting to the water service stub provided for the lot. Drainage and utility easements will be required over the sanitary sewer and water for maintenance purposes. The utility plans appear to indicate that the existing sanitary sewer and water stubs are not proposed to be used, but instead, an open cutting of Third Street and new connections to the sanitary sewer and watermain in Third Street are proposed. The plan is somewhat unclear in this area. Further definition of the utility system is required. 6. An issue was raised at the staff review meeting relative to fire department access to all • points on the proposed building. In a memo dated August 6, 2002, from Fire Chief Bruce West, Mr. West laid out some of his concerns and quoted portions of the uniform fire code relative to fire access roads and access to within 150 feet of all points on commercial buildings. We would suggest that a follow-up meeting be held with the developers and the fire chief to ensure that the final proposal meets all of the requirements of the fire department. 7. The only plat comment we have is that a drainage and utility easement needs to be provided between Lots 5 and 6 to allow for an emergency overflow for the storm sewer pipe system. If you have any questions regarding any of these comments, please call. Sincerely, Howard R. Green Company •JC1:1 riOa,e WA) Terry J. Maurer, P.E. TJM:sgw III Ltr-082002-McPherson[1] Howard R.Green Company CONSULTING ENGINEERS Elk River Town Office • WEST QUARTER CORNER SEG 35,T 33.R.26 Development Marmor LLC. 3rd Street I Elk River, MN 55330 1 I I ,z , 589'5937"E 834.42 0 1HAMESIE2181 CUENT APPROVAL 4 ea ELK RIVER TONN OFFICE DEVELOPMENT ''') IS A IENESDRATPE OF: PRoPFRre AnIMPPRR• • 60 61 , \ \ PI 3rd Street Ok River.IAN 55330 - b. ai \ I ACCEPT NO/MOE DE INFORM= /0 l). "" la L8182=8.113228: FIESDRED RI Dr DIVARG 5E1 •••.. \ Walter J.Gregory.RLS OUTLOT A 1. \ 5201 East River Road.Sults 303 I. Hoe Minneapolis,MN 55421 lig 6.43 ACMES .1.3 0. \ phona (763)571-2500 .••••'1 \ \ DOE o : --, ...- \ r \ Richard J.Reveri ,P.E.P. ...• • 1 . ..; 0 .' \ tII 5201 East River Road.Suit*306 ‘ t9 Minneapolis.MN 55421 AO* ,, \ MO phonic (763)571-2500 •••4.. ,-."" ivI \ .11. 1" wrinemairnam RAMON.MITMIIMME \ OINSULANILMEtakal1/4 --....- --..- -...........). :.0- -.934.04.• 213.79 •*•1111 ammeemei , R.5.5. 3 1..5,_e •S, .••• •A , ,A•4° % 7 g. ‘ ** '' .-'•'•4'. 12...•''',,2F. \ \ Total Platted Area 940,611 square feet(21.59 acres) tor moor www•Amsams....wris me .10.1•111,MI ON. .. ... dvz. -- -. . • .3 \ ''.7",,t; 14 27, . ' ' • ".11 6 `,..'" • Block 1 Aria 082113 guars feet(2.03 acres) INNS ATINADMIP RAM OMR ATINISMO . .-......m.,• ..-• 0 oso. • 0 3002 hilahogysn Anittiarks.UN. i---- . . ••54. 'W 213.79 I -**-.. ,, •• •:-. 3.0 .....4.r.,, LP. \ ....,..... Number of Units In Rock 1: 9 i ft"7°•00 4I‘ _. '' ''' 15 "" ':* .k•""..10 j7k ir, Units Per Acre In Block 1: 4.4 I ..:)3 21&as• .3-4' 30 FT P',.! " 0'.:- ‘. 4;:3 Block 2 Area 218.3oi guars feet(5.01 acres) ULTEIG ENGFEERS, INC. ....•, i Z' r! •ty E sea 8-r* :kse4. , .,:;, ‘‘,. AI P* Units Per Acre In Block Z 3.4 1201 EAST AMR ROAD --..• I ':,.. , ,... \ WE AM ANEAPOLAR INEEPOTA I5421 , ..... \ ND>, \ BLOCK 2 18 ... . . 1111 -::• I .... WR I .i:"::. t A 73 \ \ \ 704.130 lb v': „,,,6 , ‘6.. \ ........ ,.. 1111 FAT MI 1171-1161 - \ 36.11241N, OUTLOT B \ \ \ sr* ...--' 4.42 ACRES 'T‘ '1. '.., ISSUE RECORD: • \ 01,:$ "•••. ICt ro.. • . ...sNr, . \• ut.".9 li. . 04 M.6.: at /4,9s, . \ cy •,, \ 0•J ,:. --------- , ••••••., - IP / \\ •••:•• •• 1 -----f __ \ -,.c-, STR.F_Ei. '•1) ) \ 0 4:. i \\ '.;• ''..r„., ., ,,, . , \ ve,. :eq..\\ .44 7 \ 0 1 \ /____.... .e......„. 4 ....i?!....:‘,........e::::„..4 4. ‘P ,/•, BLOCK 1 \\ - ,4„ ;,-; \ .....: \ ) .. ..--* I ONT \ \ • / ...,,_ Alttps /,471" 4:4'10 ,;" 8 7/. \.......- , ( /44" 4, I AT \ \ '' WAN 30 ft 4: . A / II 1 \ \ TYPICAL LOT/BUDDING DETAII 5 MOO REORMOOPt >111 .. .. / ....;* / , ; : I QIN / 31 Ns. ••• ••,. iV,„/ .,"" .7,4,‘t•4, I -N4•444.4rW 1 Z \\ \ .... 01051ECT MAIER 02-7224 •. N • \4,,,.. ....T.......!..-... . \• / ‘1/41•÷*19.54 _J \ ' \ I .2 I I OMB it PAN NANA CZ I 1 1 ......... \ ictiN^".-.-.. ..b.. '.'...7..... ‘, ""/.? .: 5 .4 .. •.";' ..../. ,• 1.°1 --'Ai NeESR.5"E 208i-Tr0 \ 0410ICED IT INN Grimy ....., / .g CIID I ..1 •••, 4,4. ,.412 N444149.0.,... \ . w • I,.,3 •••••• . `,„ • F.',4, co. :,... 23.20 -- V \ \ OATE 7/31/02 / FT .GOT . ....., ...:,...:.... •, ' 531135.32-M \\3\ \ 105-••• -m- ge COMPUTER OIRECTORY. Illaai / W 8 • ...., . 34.28 OUTLOT C a 9 _ R \ 4, V. .- 1 4 i 1 eillatai / 1.57 ACRE5 \ IMMO •, •.... . . PS Tft \ s Lime .::::,.. 1" CURVE TABLE THE SIGNED DRAWING IS THE ... . airTicz ARurTco.hoRnonffejm. :4., ,„ \ I } CURVE LENGTH RADIUS DELTA tf_\--1 - A la o _ tv 7.- Cl 130.97 530.00 14•09'29' \ 2 - ': 'I 2 i HERESY CERTIFY THAT / ---:'.., N.-- :. S.,. :T z - ; C2 96.15 370.00 1320'26' C3 42.57 370.00 6•35'30. I 2 $ i I $ THIS PLAN.SPECIFICATION, OR REPORT WAS PREPARED IV ME OR UNDER MY DIRECT I TO SIMICLIFSEtipsEcncw CORNER e IRON MONUMENT(FOUND) • t: .':-: N .• . CR 2 C4 127.12 C5 127.12 430.00 1656'20' 430.00 16'56'20' 1 .1.1haisiO4.111.1111•010nela SUPERVISION AND THAT I AM A DULY LICENSED LAND SURvEYOR UNDER THE LAWS OF THE sTATE OF \ I I GSRANIEIZRGAIETY 1:EVERVALVVEALVEMANHOLE EC OCC'69 a 1.1 1 2 14.47 5: 356:7317573°)22•1119.5:1416951:2:::: IP it ali i I 1 IN • F. ' \\1 .0. D•ali 0 0 . ID SII SEVER MANHOLE CATCH BASIN 11ELEPHONE PEDESTAL N.......: ...... • .......1;•- i -. I I 140 MINNESOTA. _1.6_20.nip_DATE______Waltirr J.Geese., N.i N. 'V a epo OVERHEAD HINT POLE ‘,.. lio,se ‹.......44..k.4,...:1 cll. FOYER POLE N t f PRELIMINARY PLAT ____._OVERHEAD ELECTRIC UNE ELK RIVER % _wri.-WATERMAIN DRAINAGE AND UTIUTY EASEMENT OVER ALL N The orientation of thin bearing system Is based on '.: 2 -LAN-SANITARY SEWER OF LOT 10,BLOCK 1,&LOT 18.BLOCK 2. the wee Ms of the Southwest Quarter of Section 35. To:mashie 33 North,Rouge 26 West,which is manned rll\ i " wise. ,,, VICINITY MAP to have a bearing of NO0135•56W. 4 WINI NO SCALE DATE RECEIVED KWH ,`,\ '• \, \ SITE NOTES THE ,,,,\ I CONSTRUCTION UNITS SHALL BE AS SHOWN ON THE DRAWINGS WITH THE FOLLOWING '\ \ EXCEPTIONS Town Off -/^\ \ \ ', 5 , MITS SHALL BE \ ,� \ \ REPNRED TO THE CONDITIONS BEFORE DANCE WAS DONE \\ CT\'•,\\ 9)ALL DAMAGE DONE TO OR CHANGES MADE ON CITY STREETS,CURBS,GUTTERS OR Developer-. i \ •` \ \`;\'`�`` UTUTES SHALL BE REPAIRED OR COMPLETED TO MEET ALL CITY REQUIREMENTS P \ `, \\\ \ C)ACCESS TO UTIUTY ONES OUTSIDE THE CONSTRUCTION UNITS ARE TO BE DETERMINED BY MARMOR LL' THE APPROPRNTE SURCONTRACTOR NOTES I-A AND I-B SKILL BE CONSIDERED WHEN \ \�`\`'` MNONC THE SELECTION OF U141tt CONNECTION LOCATION,IF DIFFERENT FROM TINT • \ .1.-.0,\'‘,5\\\\\\ O`,, \ SHOWN ON TME PUNS OR K NO LOCATION 6 SHOWN ON PUNS O t`\\ \\:\,\,\` 2 CONTRACTOR SHALL RE RESPONSIBLE TO VERIFY LOCATION OF RNO COORDMATION OF \ ` \ SHUT-OFFS,CUT-OFFS OR RECONNEC110N OF UIIUTIES WHERE REQUIRED FOR OEMOli 10N OF \ EXISTING CONSTRUCTION AS INDICATED ON THE DRAWINGS OR WHERE REQUIRED TO COMPLETE _ , \ ``\\\ ,`` \``` TILE WORK J SIDEWALKS ON THE PROPERTY,UNLESS OTHERWISE NOTED,ARE 1 INCH THICK CONCRETE ON \ \ '� A ``,`;\\,\`,•`` 1 INCH GRAVEL BASE WITH 6%6-V/1 /YAW LOCATE 1/2 INCH EXPANSION JOINTS AT 7) :\,, ,,,,,„,\ \\\\\ , � �� y\ \,\`• ALL INTERSECTIONS AND AS REQUIRED TO MAININN LENGTHS NO GREATER THAN 50 FEET N•` \ M TOUT EXPANSION JOINTS GENERALLY,PROWDE A SQUARE PATTERN OF TOOLED OR SAWN • ��� BLDG` �`, \ \ INFORMATION\ CONTROL INTS ON coo mQyJ°�ow� ���CONCRETE NOTES FOR NRTHER THIRD STREE \\ Elk River, MN 'tM 7 �T•`\ 1 MANNER wHICNOYEEiS�A�LLLLCOVFRNYFJLTILO REGULATIONSAND DISPOSE O(SUCH MATElML W A 5 CLEAN RUBBLE FROM DEMOLITION MAY BE BURIED ON SITE WITH A WNIMUY OF 2 FEET OF COVER,IF FINAL GRADES,ELEVATIONS AND LOCM REGULATIONS PERMIT �` .. r���ll i �• �. ; \ \`\••• 6 SU&IECT TO REVIEW AND APPROVAL OF THE COY ENGINEER K REQUIRED M GENERAL THEPLAN �ENT'PPROVAL. I ,: =\`4Or \ . \ o� �► +•� \ , C• DRAINAGE SHALL DIRECT SURFACE WATER AWAY FROM ADJOIfINC PROPERTY TO THE STORM AS A RFPRESENTAINE CF ♦ f • �� `\ \ `` OFWNAGE SYSTEM �\ 4 •\ ..�� ©e ri,/ill/p \ :,\ ••\``,• 7 SEE CML PUNS FOR SITE DIMENSIONS ANDAMMONIA NOTES \� \ •� ® To U •� \\\\ `\�••`` SITE DATA I ACCEPT AND APPROVE NE 4 \ �. j ` \ \ �RFSENIEO IN nus DRAWING . \ \ p'LS a \*. e `,\ •`� •` 306.5 t9 50 FT (7 04 ACRES) \ -61'°r LOTH SITE AREA \ \ \ �• 0 1 •` •```•`\`�` BUILDING COVFRM.E AREA 10.152 SO Fl \\ X'h\\ \\ %• •� ` '(�\`` •• \ BUILDING COVERAGE PERCENTAGE I310S NAME \\\\\\\\\o '1 \\ `' \ o �• \ \•`,` MME ..l \ \ 0 7` ` • • \ , • TOTAL.PARKING STALLS PROVIDED 167,INCLUDING 10 ADA ACCESSIBLE SPACES ii ,q \ 2 ' \ ��1\\•`, \`� TOTAL GftFFNSPACE 160,172 SO FT i� �l \ \ \� o/ 1 \\ \\ •J, y�r(�\,,`` ```�`\ GREENSPACE COVERAGE PERCENTAGE 56.755 1Y IT i j \ ° \\ / �0,, �. %D '•:,;‘ -. \``. TOTAL IYPFRAOUS SURFACE AREA 126,347 ,,,�et(IFCFII /I m Mit `X. \,BLDG �` \ \ ` `�`y., IMPERVIOUS COVERAGE PERCENTAGE 41 27S • w -�•��� • ..f. v 1•aa)�rs,M• IMI AA \\\\\\ 'J /1\\ ' •� • • :� \ ``. \•s 0 2002 Mohnen An 1 ,• `,, , \� O. \\ . `\ `: \•'` \ SHEET NOTES ' . \ I HEREBY CERTIFY THAT / 1 �\ ` \ J \ •` \`,\`••• 4E ORCAUNOON OR DIRECT S I ..� 1 l \ ` \ v /` \ %-e.4.7„{ 01 .. 12 •� 1 SEE SHEET Al 1 FOR SIZE LIGHTING PLAN I t ___J l \ s \ ,• � L^" N \ ,• \ • • `,`\ THAT I AM A DI1Lr I10ENsm I I \ ` `�y bb,��1� ti \ '1, y is $10/1P- 900 0o-� \ 2. SEE SHEET Al.2 FOR LANDSCAPE INfORYAT ON THE uws�ofy�ME�S7jTATE j \\ ''... , \ \ \ \ • p \ .8,,• �� \' �s \ \ .��, \•• ISSUE RECORD • J' ♦ BLDG•A /o*ui \ \\ \ O ^ \'y 1^/ ':� \ �' O "'I\ Dc N?".BLO ' \ ® • ,c0'.," N.• \ S. \'' KEY NOTESrIy ` p (y• y \• \.� o A'yy- �i� \``\ k O FOR BlMD01G TYPE'A'(TRIPLE 16'DEEP WALL(-W1),SFE SHEETS A21 AND A22 " • kCI • O \`� `, Tin O FOR BUILDING TYPE'B' TRIPLE tE'DEEP OFFCE STORAGE SEE SHEETS A33 AHO A31 <\ ./ U/ I/B �4 '� CVO \ �N Ja O Q \`�`• 1O FOR BUILDING TYPE C'(5 L1W1 16'DEEP MANX-OUT),SEE SHEETS A2 7 MND A26 to,`u4 \ .` `, \\ \. Z .4 \ `\ ` INS• 4s0 4. \ �" lit \ ```, DRAWING WFoflwnoN �F�T :,, \;` o�j, \\N89'51 '25"E \\\. N /4/fr/ C `' , \ PROJECT NWBFI DUH G,Q/S • J . \ \-\\\ WLAWx Ir DAC N‹! �� \``' \ \ 1S''` \ \ CHECKED NY TWO 21/0 as \\\ \ 1\ al[ /zs 1 \` tT• �� N \'' CONFUTER DIRECTORY \/V°sT `a N \ \ \ \ h �p \ 1 "t ‘9"."*.. ,J�j.. `` � 1 � SHEET DESCRIPTION AQS 6s \ 111 ,+ \ti°�47 �.; 61 . •:t., Y ARCHITEC \ ° ?• \' _ _ SITE PLAN o 0 04,\SF O 1 ` 1 T • C>. 11 CITY SUBP G T0�J �O ) 1 SITE PLAN \` sss'l•• -\ I) NORTH Ali I"=50'-0" Town Office Development , ( SAD. SAM Marmor L.L. q6', . - I i r o.Rc.IE MM. • -9Y L. '" C _ / `L `' in i /r r.c r s wmYoiw norWOO we NS s As ' \ /e?/ A IIIIIIIIK '"...7.--,.-,,,,.... • I i ...",: ' ROLM �r` `;'` 1{ { \ TYPICAL DOWN SPOUT OUTLET sra IC 3RD Street r/ O \ DETAIL -, \ \ Elk River, MN �•';�\ LEGEND ` ~ CLIENT APPROVAL _�, .� k•�.' \\ \� Z• -fin m.Ya. \ •o \ \ rrcgNwAc or: .y, �,, A. *4 0.,� \ �j!/�\�' I.ccvr MO*MK n,E rFOAwIa _-'':-.. 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O YAnR11I)C OS-7101 x /., ,,♦ ' '; .4;.:: \Rh ;`Vv, C\\\\ \\ �� z� 8 ,1,?-3-1:4'1"':''. ouw•r r ,.. ,..\\‘‘,.s.„-,,,, ':,a — ,I.::;, ,c 'o,:' - I' � a •A ��at ;� .a "3t a[amn MN .�__ • 1` ti•' CS �c .\� 69A ��',Jr ,0i art. 7-22-(2 _ U a"/44'. lip �' ',9,.,-P\- \,>\,,,'' I f. ,•41P:' GOMM �"C\<',' .`1tV. •♦ '4ji%,� lril '° Y 'Ya.••-:4;^`'Q o�l¢to�lr P' ,,Q �'y '0 \44$1 1 P f� 904 6 1` ! vr; r i�-a�y'-1' ` Z --'F. Z9 v 0,6' , 41 898 J \l "�({11Y JI l,;•,*- N ) , �Q :l°' w;� �'" / 906 ', 04 6 '; may �.,L,` -^�=;I ULTE/G ENGINEERS, I lillyl —'" 5201 EAST RIVER ROAD ��O j \ �y'+EG• O' / ✓; \ ,��• Su?E I G \ I •` ~ ••". � '��' -------, .=- ped r - t' - --YD:5.70 ( i i i1-; °2.. YAMEAPOLIS•MINNESOTA 5U. sTQ�� 90a ' iv WRN!GCTEfO.CC FST ,�,� �F�r ' ; '' W9'51 '25'r`, 1y \ •rcR� PHONE!MI nrx 1 �.- ,.� n�( FAX al.11 01.1111 \� ''•:'- --`�' •NN is _ V. .-_''i il_� , ''i 131 of REPORT uNOEµPREPARED =WET SLIPER VISION D THAT I O (`� ` ` �J '/�.,1-1 7r�...\`‘. l • � SZIQ•K ENGINEER ,V • )."'. . W001 STATE THE E TIC T / . ` !Y)YI YwTE 3 O"r S��/ OOH ��I(,- / RICHARD.RE Vr.IND NN Q \ '\ ��� �� l SNET rxscRPTON: • ti GRADING N A i mor CITY SUBMITTi N°6)N ) I o,ow,o .00 � �. ► C 3 NORTH SCALE IN FEET \ PLANTING PLAN SCHEDULE ,-, \\\\ SYMBOL ; KEY I QTY I SIZE I ROOT I SCIENTIFIC NAME I COMMON NAME I COMMENTS THE PINES \ \ Town Office Park \ \V AM 31 17 COM AGER GINNAU AMUR MAPLE I CLUMP FORM \ \ Developer. \\ \\\ \ (r, ) MAR 20 25'-Cal BAB ACER PLATERNOISES NORWAY MAPLE STRAIGHT DEADER MARMOR LLC • -. 1 z \ \ \ AR I/ $'-B'M B&B PTEA PUNGENS COLORADO SPRUCE FULL FORNGLE STRAIGHT MM LEADER . BLDG ' \\ \ \ .• \ \ SINGLE STRAIGHT LEADER A • \ SCJ 152 �3 CONT JUMPERU$CHINE/451S SFA GREEN JUMPER • \\ \ • t .� BLDG 3 \ \ 060 B'-10• ASSORTED `ERIFY SIZES AND PLACEMENT • ' \ \ - SIZE REED STONE WITH LANDSCAPE DESIGNER 41 7 \ THIRD STREET An • MCNAYS WHITE Elk River MN / MP 172 �2 CONT POTU FRUiiCOSA RANT 1' .p MCKAYS WHITE' 1)001,,,, • HO 371 6' CONT ALSO MARGINATE VARIGITED H05TA`v CllEldT APPROVM:\ ♦ I/III�I • \\\ \ �� AS A REPBESENFATNF OF • `\ �� WF - VAFIES SEED CO N EAFOLLOWING BULK EYED 515AN L BLDG 4 �R • I_ p \2,, 0' '• \ \\ \ PRESENTED AM TIRSND R DRAWING SET OVE NE EONMATION „....,n,„.. \ \\ \ \A \ gm, O t `\ \ \ DA E i1 • MK \ \ ///�MOHAGEN /1 .\ . 11040 . (9\10'.1-1 .,.‘n,p6. \\ \ \ \ i� architechs._ i� 0 \ I A:Y \ Inc • )\-. +�. \ �/ ..G,w..w.....a,.................-- ,...• ..............Goer.. \ ♦�BL9i3 i) �4, /� \ \ ♦i� / n • 0 \ \ \ ,,--'2.4, MOM•T}.N• •A RK2,•7a.a+• 'J / ` ' / LANDSCAPE NOTES 1111 .oma ..♦r , Iei„. / \aI ,\ . ` \ JI` \\ / At •/ \ \ 2002 Mon.g.n Architects,Ltd. J J / \ \ \ I BASE MFORWTRM PROVIDED BY ULIFJG ENGINEERING I /`� .2.\\,./ \\ 0 „ \ ri 1 \ 2 CONTRACTOR SHALL LOCATE AND VERIFY All LT1TUTES WHICH MAY AI'FECT TI15 WORK GOPHER STATE ONE CALL!ISI-0002 I HEREBY CERTIFY THAT THIS PUN. ii I /` J \ SPECIR RDE OR REPORT WAS PREPAREDBY ` \ \ W \ 3 CONIRACiOR STALL COORDINATE HIS WORK W/OTHERS AT SIZE ANO COMPLETE Hb WORY.PER OWNER'S SCHEDULE ME OR UNDER MY DMECi SUPERMSION,AND ---J ` • I 1 ' ` ' ,1 `\ \ 4ROUGH GRADING AND FINISH GRADES ID BE COMPLETED BY GRADING CONTRACTOR LANDSCAPE CONTRACTOR SHAH VILIFY GRADES PRIOR TO THAT I AM A DULY LICENSED ARCH?TECT UNDER \/ iv \ \ \ THE LAWS OF THE STATE OF MINNESOTA I ,4 Y N. \ \ \ COMMNENCMG WORK L J s..„/„..2.7 \\ � \\ 0 \ \\ \ 5 CONTRACTOR SHALL NOTIFY OWNER ONE WEEN PRIOR TO ANTICIPATED COMPLETION AND GUARANTEE INSPECTIONS v ill -.70,` \ I , \\\\ ... \`\ RAT APPROPRIATE SEASON OR UPON REQUEONE ST OF(OWNEA YEAR IRON TOTAL COMPLETION&ACCEPTANCE BY OWNER ONE TIME RFRIACEMEM K ../.;421 . G� ��v" \ 7 PLANTING SOIL MIXTURE(INCIDENTAL COST ITER) MIX SUBS 5-20-20 COMMERCIAL FERTWZER PER CUBIC YARD CLEAN TOPSOIL,THEN MIX I • �� \ \ ET o \ \\ PART PEATMOSS A 1 PART WASHED SAND w/5 PARTS FERTILIZED TOPSOIL USE AT ALL RANTING LOCATIONS RIC6MASOR NNII..R TS074 iv O B.B.ALL PLANT MATFRAL SHALL COMPLY WRH TIME CURRENT FDRION OF RR 'AMERICAN STANDARD FOR NURSERY STOCK TREES STALL BE FROM aBLDG \ CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA STATUTES SECTIONS 1R NA THROUGH IRA?,THE PLANT PEST ACT y. N .4� \ ISSUE RECORD \ Q • N 9 ALL MASS PLANTINGS SHALL BE EDGED FROM LAWN AREAS N/VAIEYVIEW'BLACK DIAMOND'POLY EDGER. �� \.\\d, T`' \ NO DESCRIPTION DATE N 4� •BLDG '+\' \\ •• �P��a r \ 10 WOOp MULCH SHALL BE CLEAN.SEASONED SHREDDED DECORATNE RFD-HARDW000 APPLY 1'DEPTH 70 ALL 1REES I CRY SUBMITTAL 7/29/02 • I I WRAP ALL FALL PUNTED.LOP COLORED.THIN-BARKED DECIDUOUS TREES W/HEAVY NT TREE WRAP APPLY PRIOR TO NOV 30 AND REMOVE • •� ,. `\ �a���R.� No LATER THAN APRIL 30 �7 ZS •j \ \ ��t• '\ \ `t'y� 12 AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHAH BE DESIGNED AND INSTALLED BY AN OWNER APPROVED CONTRACTOR COORDINATE ' I, • •/ r \ SLEEVE LOCATIONS AND INSTALLATIONS AS DIRECTED BY OWNER \ \ ,�00 ad' lj►•• DG ♦. - — J A A •• n • f \:cis t. 4 �/ \ 1 a ORAMNG INFGAATION TQFc� '( • D� PROJECT EMBER 02215.0 ONS 0& &2N? 1, \\ DAMN m D16.MIC \3, � N / /�' �\ MUD Ln iL101VLFN 9,yOs DATE 7/29M \ , '14/ �V\ 'AZ, COMPUTER DIRECTORY \Y dsi. \ �!�a� KEYNOTES •T-/_ •(�/• 1O EXISTING TREE,TO RERAN \'+!4�! SHEET DESCRIPPON 4,Stio 9 SHEET NOTES ' e \4/P,-, ,/1 0 I ALL EXISTING TREES TD REMAIN L/\NDS CAP E l�� 0 • \ PLAN 2 PROVIDE FIRE LANE AGNS AS REQUIRED BY FIRE MARSHALL PLJl A N • co ",,;00::t "N -); CITY SUBMITTAL 0 OVERALL LANDSCAPE PLAN \tiJ �,0 %o NORTH A1.2 PLYWO WON 6-- l ''a•I mIom�+ 3/4' ISHED N T& I� q� mom_ PREF NISHED META CAP THE PINES �W � ��I�� 2X CEDAR FRAMING AS ¢ ¢ REDID Town Office Park ` 9-ISM \-2'PID CEDAR TRIM :, i: L I'PTD CEDAR 7RIM — Iii FIE Ill �' PINES --- -- --- RN-M ON PRFFINISf1ED III` PAINED SMOOTH Developer. PIN-MOUNTED LETTERS n p PREFINISHED METAL MARMOR LLC. DESIG I. I. -- - -- ti (SEE SHEET OT A FOR 1 SIGN PANEL METAL PANEL TOWN• 'T OFFICE PARD DDLDRS PRECAST CONC CAP PRECAST CONC CAP CULTURED STONE TO � . � � A e fr . �`- � ii 4 IMTCH DUILDwc .AkdO1 :,.':,:1' . �iTHIRD STREET itiolPe. we . Elk River, MN CULTURED STONE ` 10 D A •, ' , CLIENT APPROVAL { L , AS A REPRESENTATNE OF 2, F A. . I ACCEPT AND APPROVE ME INFORW1gN PRESENTED IN THIS DRAWING SET DATE ®SITE SIGN ®SITE SIGN ®SIGN SECTION /��,�MQHAGdN 3/4• = 1'-0• 3/4• = 1'-0• 3/4 = I'-0• BTC Tted6.lt . 20'-e RECEDING SLEEVE FOR I/4.DOLT W/5/16' INSIDE DAM-3'LONG(GALS) .....:,.r..w...,.. IIMIM���� i//'DIE BARREL BOLT-7'LONG-SET IN A.WZT'sa-�e.a ^ Ae.zl��}� a 61112Vr 1���r`�I�s� �I �'�r 1 SLEEVE N/5/16'INSIDE pA-J'LONG .40 (GALS) 9 2002 Mohegan Architects,Ltd. 4 I0 PREFN METAL FLASHING 0— 0 0 Q 0 1 HEREBY GERM THAT THIS PUN. IAq r - , CUL URFD SONE TO $DECW HEREB OR REPORT WAS PREPARED er 1 �; riiiiiiil !il,�l,��r',�l��l�71 ( • MATCH BUILDING ME 01 UNDER MY DIRECT SUPERVISION,AND 1 . �III �','` iNATH LAWAA S Ol THEC STATE Oc I SOTADER.;0II I i; /� 'I MR 1p' I� - 126 CLEAR CEDAR SLATS(NO KNOTS)a 6'1I I 1 IO LOVER 2X4 STEEL ANGLES-LUMBER TO �; ,- 111 BE STARTED410 40 L — _ — J ,/ II I I d; ^ r ' ITS ZX2X1/4(PARiT) A � ?G %1� e111 qg [� �u16ii� CONCRETE FOOT NGS FOR 6 AND e' STFFl!, +� I ' II�R�im =Cs RFosluAa NAwTx 18074 Q 1` n „Lar . 1/2'DM BY 3-0 CANE BOLT(GALA) 55UE RECORD N, \ I I I I L I L I 'INI\'INI I`3/4'DIAM STD PIPE SLEEVE NO DESCRIPTION GATE JI”, Je 1�_L 1 lJ 1 J1 LI D Y 6DDMITrAI '/29/02 6 1-fi` 8.-4' Ji ", a A -6 6 L ®ENLARGED PLAN 0 TRASH ENCLOSURE T ®TRASH ENCLOSURE ELEVATION T/4• = 1.-o" I/4" = I.-o" SOD-\ SOD-\ SOD-\ SOD y XI e - o v e o y — /, y v v v v v v /0 v v v e, V Ti.. Ave ..2 V DRAWING MFORAUTRIN 44 4.4illif/ t� . o ,_ it �AI. 3 i ' ;, r 'A '�� PROJECT NUMBER D2245o urs A � =� �� Iiia 010 i 4 �� ,iw. I D.A.In sn/DNc 4✓ [NECKED n TMgN&?I .\/ `r)�� �- Ng DATE 2/29/02 �i Q \ WI counRo,aRECTORY 1NL01 MULCH DUNSMORL/ELMNDt/022A5_AI-3 SHEET DESCRIPTION OLANDSCAPING DETAIL ® TYP. TRIPLE TYPES 1/9" = 1'-0" /� V V ig /-SOD V I�l A .� 0 0 0 fg / SOD AL v A Q SOD 0 AM " 1 C�� J ' �� LANDSCAPE, • Ar _ *Ik1 �`s-) _ _ '� � '� `. _ � ',: +A ( II S SIGNAGE&TRASH 0 1 i1 1Allkr w ( 1 0 - ENCLOSURE e (l0 l�.l� �O O � ✓: o DETAILS vNg v MULCH CITY SUBMITTAL MULCH NORTH A1e3 7 LANDSCAPING DETAIL 0 5 UNIT TYPES THE PINES Town Office Park Developer. MARMOR LLC 712 • -,._-___.--. -:'.',--/..-z_. --_\\--....:1--_ .,,- .-.-.-1-7ME -ILEI ��� - - - - - .1 R01 OF FASCIA THIRD STREET 1,� - _ °9-A Elk River, MN Q1ENT APPROVAL: det'ie'! !Prw'�!�r; --1-- .._`e1WW�G,7y�iTIFI i'i'P'i i�� �• :��j,�' 1.Ij�l-•!;jf.� �' • N OX '- ESS _ r As A REPRESENTATIVE°F •L FRE DEPT NEY BOX '•u ADDRESS SIGNAGE 1 100 0 T (TAP 0 EACH DOOR) i(TYP 0 EACH DOOR); 4_22D C27.7.27 C-. -'7 C 0 C2__27 L__47 - 1 ACCEPT AND APPROVE THE INFORMATION PRESENTED IN 7245 ORATING SET CL 77 EC 7 NAYS O FRONT ELEVATION A22 1/8- = l'-0" DATE //Aar .___.10-_,1:111 2 011.52)ATS-10•10 PAX(062)47,3-13.0 0 2002 Moh.9.^Architects.Ltd. __ __- _____ __ _ _ -_ _ __ - - ____ ---• 6-_ __T_--.__ `_-_ ____ __-_ I A ERY CERTIFY THAT THIS PIAN. ASPHALT SHIN _--_ '-- ----- - - -_- _ SPECIFICATION OR REPORT WAS PREPARED BY Gly _ ___ _ _ _ _ _ _ - - _ _ / _ _ _ YE OR UNDER MY DIRECKENS ARCHITECT AND ALUYINUY FASCA - - __- __ - __ •--_z - _' T ---- _- -__ - _ __ ____-_--- ---__ 1HAT I AM A 7HE LAWS OFL THEILICENSED MINNESOTA UNDER W/GUTTERS .•.-- -_--__-_. .._._. /_. _- p- I \ ___ __a`___`___ -- ._. _ I 1 _ __ .- _ _ lf7 CEDAR MN • __--__ • _ - _- - - .. ROT OF FASOA x ' H� FN+`;?L 1 i 109-4 111.1,11111.17 _ ._ 11111 11111 l _:111111 _.,.:--___;.."--- 111ui•i� PAINTED __ _ _ _ arnr+d WAR 18074 Ili CEDAR aY��_: •s „ IIIIIIuIIIIIIIIIIITlIIIIIIIIIIP IIIIIII!RL'!$II LE- . _- - - --_ -- _ ___ -- YN„ou. J., ISSUE RECORD COARANN SIDING-..,,,-.„.7.±-.=-„:---_,-_-2-. i�•L ___ 100-0. T N0. DESCRIPTION DATE PARTIED •L _ _ - -_ _ -_ __ _ ___5_ AN - _ __ _ ________ _ _ CEDAR TRIP = — _ ---- - .j j:- — , _-- 1�II `-.:- i cm suBMITTAL 7/z!/Oz Ell11111=:4.1_A%. 111,11 =_ 11=-=--_`��:=y..:. ;: STONE SRL - - - . ..- aii!If►0-- I- _ _: CUUURED STONE "W'Mlir' yT.'�'f.'i'-.�'i• i ri"�'�%.�TIr-Ww:P.o-- y — il'.'4_7'�• .: •.w . .• — • thk ot.R' !fi ,i.__ri.,1*..!i,.ri.r0.1i..11i•TL�.'i.,Igtei Llot (. .ri.2i. i.51i.y0..rAris..i1�.iy.!f Lore Lea 90-I IAA t I� 'C 7' 'L 0 A212 REAR ELEVATION I/R' a 1._0. DRAINING INFORMATION PROJECT NUMBER 02245.0 ONS DV.RY SPP _—,.__;.1-2-F2-.-7-i- _._ 7 -_ OIECKm M TROWER 7. �.:-c,.- --•- `__-a-.--....___. ::,.::_ .._,.:-- _ - _......_ - __ _ "' - - - - DALE /29ro2 ASPHALT SHINGLES _ _.. _ .. - -- --- --- - - - -_ -_ _-- - - _ - - _--- _ --_ __ _ ___ _= 7- - - _ - - COYPUIFE DIRECTORY 11y __ 6(- - - - ------ _ _ -- - ___=L__- _-... - - - - WKNORE/EUVIER/CITYSUR/0nI5_t2-2 CEMPIANK SIDING _- _ _ ___ --_-:-.L._i---.:_ _- ____ _ _ _ ALUMINUM FASCIA „--__ -_--__ ___ _-_ ___ - ROT OF _ __ -_ .:E---..'''.:F7:-___ :__ _ ROT OF FASOA SHEET DESCRIPTION _ _ __ _ ____ _ __ __ ,---_- W/GUTTERS __ _____- _______-____ __ _______-______._--__. I_I �j-.-________-_____-____ ___._-______'____��� � 110'-IO- _ FASOA j BBOT lK FASOA l+ _ - POT I -4 PARVTED CEDAR PIL�SIER _ _ _ _ _ - - 09-1 _ A __..___.. _ _ _ 109-1• CONI \ -®' ® --_-®_ ®_ ---- .=-5.'-:-...- . _® -'i 1111: — _ Yu = IIIA I,,_=_,_-_-_-_-_,-.,_-_„-„,„,...„,„.,__=____-____ IDD-D• Y TRIPLE 48'-0" CULTURED STONE PIASTER >:' =-_ __=_=== - _-_==___-- . -; t- :-...:'-_-;_. -E,±.-7-_--_"_-."--;_... _ I ___ WALK-OUT TYPE STONE SILL __- _ - I4F_. - - �- -7 . • CULTURED STONE -IA` -r i1 •� - •-i' +�-�- LONER IfIEL •�'r .-11'.e• i_ .PATI: Pn r --- - _— •_�_ ., : e �. �„ �•-I I/4ELEVATIONS it Fr C_ 7- 1_ L' - 'C-5 CITY SUBMITTAL SIDE ELEVATION O SIDE ELEVATION A1.2 I/R- _ T'-0- All 1/8 „ _ l'-0" A2.2 THE PINES Town Office Park Developer. 32'-r" 30-r" 32'-6" 1 31'-R" y 32'-0" 3I'-6" y MARMOR LLC. 30'_0" 31'-61" 0' 26'-d' d 31'-6" 13'-0' 1 13'-0' 16'-0" 6-+^ 11'-0" 0-r" 16'-0' — __:7_17_7_1_ __ _ i it `f i i^ �C =-t I �i - - ____;__71-7-1 II, .� - - - - -� n n __-_ --- _===_ n n � r=;E`er''. — _ T { — : --=_=- --- r �,m — _ € p Q :_ �2 W THIRD STREET REV _� REV I Elk River, MN I I _ _ N I QIENT APPROVAL . • 4, ( r I L J I I O - AS A REPRESENTATIVE OF ®_, i (fir ��, I-51. (4 �� 5-9 1 /-5 I 1•-S• S'-9^ - 17-75:' 1\// 1 `_i VjJ r I ACCEPT AND APPROVE THE NFORINTION 1 Y iy I I I I PRESENTED N MS DRAWING SET I ♦ F 1 le INNIM, ! I�, 1-i`= NAME ' r � - � DATE 1 ° ! "illMEII CIS - �: ��� I , _ ,� r�i .J� rmint 'I m I IIh►MOHAGEN I F,-i ITUM. I r;-I' I fu. -j �I �, ♦ , a� hl�ects�lttl. It sNA1 F mnowl _I •�� y— 13 ♦ NNlR.ra-,ASU ..x(nea).ro-,SAO -f♦ 1 :=iw� - . Mohnen _ I I I I HEREBY CERTIFY THAT TINS PLAN. SPECIFICATRIN OR REPORT WAS PREPARED BY ®REV NE OR UNDER MY DIRECT SUPEM14ON AND 5'-0^ 5'-0" 0'-+" 7'-0• 11•-0^ 1'-1' 7'-0' d'-1' S'-0" 5'-0' THAT I AM A DULY UCENSED ARCHITECT UNDER e .I- " / / , . THE LAWS OF THE STATE OF MINNESOTA �'-6• 16•-0" 5-1 22'-0• 5'-+ 16'-0" 2'-d 10'-0" 2'-d' '-dl 10'-0" 2'-d 16'-0" 5'-1 22'-d" 5•-1 16-0" i 0- 96-0" i • 0 t 96 0" i r LOWER LEVEL FLOOR PLAN Z ' MAIN LEVEL FLOOR PLAN l ' c • M 0 iD00 M}IWFN Y ell1/8" = 1'-0 A21 1/8" = I'-0 MORMON MMR, 18074 ISSUE RECORD NO DESCRIPTION DATE 1 COY SUBMITTAL 7/29/02 31'-i 9 0 6-d" 6 d' 9-0• ; i ♦ -, i TOP DOWNSPOUT LOCATIONS UNE OF WALL BELOW 6"?PREEN ALUM CUTTER - ''i ;�'` ,T A hi1.yT`[T'yl','e',,fifi���� "Y.'„"4. JP:- 'I:1, '�sW '`,'1 ,,00 .: ✓,h�'•�t"E t.-3-. .r -..1T--_i, '11^Nh ('''''1 4 n' - .• �.,., L J ,.., '`{F'. -L�4fi"',w,:T,:-..ay -_— ,$•}. Y. iY�"�*1� �t�Y. .•._-. ....4' ;.' ',•;:,t.�'„ L.•• _'`+- .C'.:3h(ya;...�.`..'AF:, • '""'' ati &' +ti�a s'.+ at,.-qua`-[ SLOPE 12 12 H SLOPE 12 11 }4.:.,...w .r...:,;::e•_,iT4:4.n..,&.c,+.:•o:1I.-�. I: I DRAWING NFORMATTON INO SOFFIT OR ROOF �}.;';E`'.;,{ f ) .-f'm'�.;' I VENTS WORN 10'OF yl f:1r..,t ,.. I UNIT TO UNIT �$ '.. ;•14,1 .W m! '+ IPROJECT'MEER 02215 0 0745 r8?': + r I 1/6006VENTING IN ROOF PROPERTY UNE TYP 10'-r MIN 1,,V,-.i..-%•,,X - :";,5' 10'-0"MN 1/600 VENTING N SQFFR I W WEr Y.r 1 i/300 OF TOTAL COVERED SPACE Mow 61 SPP I r1'1'. til ,,, . :4�'' 1 I A. de....-......- ROOF vERtSTOP e I } is C�„„ ICHECKED V T MONACO 1,:- o In '.J" '3y••180)",,e, I 1 W 0 "' ❑ 0 I l; Nth`':` o I 0 ❑ N 0 0 DAIL zero: I5 'kit.),,-,'.:, ' a:r I I COIRNRER DIRECTOR( IA` I DNBLORC/E0JWNA/CTYSUB/022A5_A2-I I I .'7.:1.. A I "3' N_, F- I »I 21 11'-13*11'- " I ",:aOp.A h T^ tr' .,`a,_ I 1 = i. It 1Y ` ..- , N SHEET DESCRIPITON Ti IA I8 Ar z, - I • ;I•', r J1imJL.- m."j : '::, ''' ie.^:{YP':�;. I v ,s,-. ,r !� ,:vC• v I ti;s}s,=;b _1 k I:`'•- �5HR3D ir"UP WALL i'2R jeul a1i;ib T•0'- I % '',..,*> I-I "" 1 - 7 t91iT:'� 12. -22'79 i•a I e Au VERT WALL/ �"t I '•LR �` D ROOF CONDITIONS to..:•; l;y srT4 I s` ,Ari .--' 1`'.r I �T,;. I fn •l h r1 r -,., o. :i:."-Li1' ^rr7: F r �:PI TRIPLE 48'-0" x ""r1^ " E! '� ' F ' ,., s :: f? " WALK-OUT TYPE ...6,}',n;}. .U'Yi%�c ,.il, _RI _." iii.,,.,,, „i17,: .,,.,-.1, 1 .,4-- += I-1,,,I,'.!.,.,.,+•,-,1..., 1:-..--,•A IT.. L=i -I` VINDICATES mos SHADE III .I _ .w ��- ,.r`r. .rr ,,.• _ I�p.? :ST1-;1.1i. -'i T'_ i..- J'L I° OF ICE k " Iy'- 1 l' WATER SHIELD :-- .-,.,- _� PLANS VENTED SOFFIT 1YP J I .r—f t '`�i- WRAP ICE k WATER CONONOUS RIDGE VENT T SHIELD 121"UP WALL�TYP DOWNSPOUT LOCATIONS •ALL VERT WALL/ 6"PRE},N ALUM GUTTER 9•-10" ROOF CONDOIONs CITY SUBMITTAL 33'-0 /\ ®OPTIONAL UPPER LEVEL FLOOR PLAN 0 ROOF PLAN 1 AL.I/0. - 1-0• THE PINES Town Office Park Developer. 12 MARMOR LLC if __, ___-__ _-__- - V �6_ = HOT OF 115 a10' PE =- -_- _---_ __ ;- — — - ROT OF FASCIA , THIRD STREET ■���I-- f.�. _--- - IM.,•r-••N _ia 109-i :�I .�. Elk River, MN !c,►�, ,y"r���' •L�!r--s'511WF'^W 1 ''—'ri!T:i'' rii!FS! WI - . —I I tri'uey,. 1iIiiiI1- � • .r �r'' fl1ENf APPROVM:01 0 r mo-----14--E1 1 1 L FIRE DEPT KEY BOX 1 \i ADDRESS SIGNAGE 1 AS A REPRESENTATIVE OF j j ' , (Two EACH DOOR) i(TYP•EACH DOOR} C` I 71 II 71 -7 C` `C 31 7 3 -3 _ I ACCEPT AND APRRONE THE INFORIMTION PRE-SEWED M 1M5 DRAWING SET ® FRONT ELEVATIONS DATE I/e- = 1-a' ///. MQ;HAGEN (NZ)A73.1004111 PAX 01.1123.473.1.00 Q 2002 Moh•q•n Architects.Ltd. i HEREBY CEFMFY THAT THIS PLAN F_ - __. �12 SPECIFICATION OR REPORT WAS PREPARED WY Z-71--.: '��-'__'--_-'__ _I THE UWS OF THE STATE OF MINNESOTA IC R UNDERMY DIRECT SUPERVISION.MA THAT I!H A DULY UCFNSFD ARCHITECT UNDER ASPHALT SHINGLES __ •_ _ - ALUMINUM FASCIAci_ K 7 Rmo vdv:-.D.Ap--'-- W/GUTTERS ID PAINTED - - -- --- ____ -_ -_-_---- -:_ - - - ------ - ----_- _- - f ammo.MAW- 18074 CEDAR TRIM y BOi OF IiiS°0 CFARUWK SIDMC ISSUE RECORD _ ._ _ _ NO DESCRIPTION DATE C�=7_ 1-� _ _ _• __e C..�jl J--T�.` _____ _ _ _ 1 /29 02 STONE SILL ".," -:"7-::=L---_ r!bit t 1 f Ii-1, ''i 1 = - �II1II r-II";;i' -. - CRY SUBAMRAL 7 / 'iii" _ CULTURED STONE •' -wi„'ryi•.i•• •�!i• I I ;:� - , I�"'�i"!�+•-�.frf:-'fir- _.i.ri,.ri,.�O•.TY.k , �1 ' ,2•••.+.e•` 7 I, • +•• •• •• •. MAIN VFl - - !rveir!i,i,ts. '�i,rM__s.,ffI,�i,!'a 4F aD-D' d OREAR ELEVATION I/e- . r-0- DRAWING INFORMATION - PROJECT RUNNER 022150 DNS DRAWN M SR/DMC CRECKED WY TMdMCFEJ DATE 1/29/02 __ _ _ - _ -_ COMUTDI DIRECTORY! • _ _ -- _ __ 12- WNSMORE/FLIRNFJR/LDYSUI/022/SJ3-o4 _ ASPHALT SHINGLES 1 _ - $/ _ CENPW/K SONGA(2 '�5 B_ _- 6rGel�= •. SWEET OESCRIPIION ALUMINUM FASCIA - ._ .._. __ __._ .__ __. ." __ ._- _1:-,,,,,,,,---.‹..-E-.7 - - - __ __ ___ ._ _ I _ _ W/GUTTERS __ _ __ __ __ __ _____ _. ___ __ - CEDAR ��j - _ c_ _ - --_ _ __ __ _ _ _ 80i OF FASCIA ____.-17.:-_-,71.::-,7--_-_ _______-_"7---:_=-: _______________.___ _ _ _ _ __ .._ 114-0 _ _ ___ .. _._ _._.___ _ _ _._ I 110-10 _._ ._ _ __ * OF FA50A c• _ ---,SOT OF FASCIA ___ _ __ ____ _==_ _ TRIPLE 109,-; - - -_ STONE 9LL1 - ii'_ OFFICE/STORAGE CULTURED STONE - ___ _ __-®:_=_ TYPE • c.•%. ....6..."..1./.•`/.1•Ii AA:j.�j. . '�� ..'/�A)�, ANN i I I • �i�u�r�Rr�i iM, •-i �iWN�•r�Wtfii� N.� MAIN LEtf� DD-D DD-D ELEVATIONS 5 .7 t=r't y ®SIDE ELEVATION 0 SIDE ELEVATION C/I�TY SUBMITTAL 1/8- = I'-0 1/D- = 1'-0- N kt, /43 • WORTH • THE PINES Town Office Park Developer. MARMOR LLC. • 31'-a' , .. . 32.-0" r I 31.-8- ' r 31 1 I I fo Ifi-0' T-0' 1/'-10' ,A'-10' 6'-e' Er 3F- `r T- -,..-.. - .�� I THIRD STREET Elk River, MN - i - _ CLIENT APPROVAL AS A REPRESENTATIVE OF I - I— - -1 i Fis „ iiiAi V— I ___I. i !!iiUiiUTHE Cs I IEREJY CERTIFY NC NIS PIAN SPECN,CA11ON OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION,AND ti'-e' 1'-4• 7'-6' e'-1' S'-0' S'-0' 9'-10' 6'-8' 6'-8' 9•-10' THAT I NA A DULY LICENSED ARCHITECT UNDER ♦ I rt--M . . I . . . . THE LAWS A MINNESOTA �'-8• 16'-0' I 6'-A' 22'-e' S'-1' 16-0' -e' 70'-0' �'-8' ,L}.O• I ♦ I I ' I , . I I I 96'-0' ID ®MAIN LEVEL FLOOR PLAN 2 UPPER FLOOR PLAN M ” 1/6' = 1'-0- A4.1 I/8' = 1'-0' IIEGSTRAIRW MAW 18074 ISSUE RECORD NO DESCRIPTION DATE I CRY SUBMITTAL 7/29/02 /LME OF WALL BELOW TYP DOWNSPOUT LOCATIONS I - z6'PREEN ALUM GUTTER \\Y v I r 7 -TI— IT T I I - - - - NO SOFFIT OR ROOF DRAWING NGO/UNION PROJECT WARIER 022I5.0 RIO VENTS 11611 10IIN OF� I i UNIT TO UNIT I I I/600 VENTINGROOF PROPERTY LME TIP 10'-0'MN ,0'-0'MIN ; j I0'-0'MIN. # I0'-0'MIN I/600 VENTING M SOFTIE �, SRIC ORAN /o T ,300 OF TOTAL COVERED SPA I I i i I CNEC RED IN TWK./INIROOF VENTS T% : I n p o ❑ qN ' I I . I DUE 7/79/02o ❑ ^ 0 ❑ 0 0 0 0 I I R� ;4I,P I COMPUTER TWECTORY y`s4em: e 1 ',- 1, FW' i, I NMSMaE/EL'NhR/CIITSIIR/O2z.s_J-O7 I I,?e MM- 1 =.its4 I I rlerIV- ,t lx.M'it-k' 1q, j-. \ I SHEET DESCRIPTION X17 .,g E s1 I i ;. ..:.',. ,�, :• I v �� `';, T,i 't._v I ^'�'�#, 8 WRAP ICE k WATER a4. v I 5' e ,EA a',I•. ; 7<. :, ;F`> SHIELD 16'UP WALL ".'!i3!C• :Y. .•I. I 'x� i< °$.,I j I v:'..I., " .: ".,"-:h"' •ALL VERT WAIL/ F,•-1 M„fG J,tl ter.S. r,�U'r•' ,1 r 'I.',.i2--=� ;I).'1I ib .3. ROOF CORGTTONS r. I ' - fix 2=p:-';1•=- I rr .� ' Irl= 4t; .� ' ,Y ;.v�:�,• , $ ._ TRIPLE Ei rf ,. �, Ire'• �'a.. ,' �r � •; ..�;-�.};y; �X•V•9? .ii I.,R SLOPE ,2,2 c • � ,,, � � ,'.,'1, `- a 4,4-.; OFFICE/STORAGE *14 •r> i� ;�M .-..4 'i u ff / F. SLOPE 112/12% 1,-`4.1:,. 'R•,r }. ,v x . .'4Y"� ,,,,,,.•• SHADE ,'L� '_ :-I %.i -,.. :M '.1, li-6-'-G,,,,,,7'' S.,• :r�:,,I'J` INDICATES LIMITS • �3.; - ' � '.`;.,• _ ,. � '_ ..r. OF TGE A TYPE _ _ •:r-- E,- ,i • i. r -_- .1 WATER SHIELDPLANS VENTED SOFFIT TYP - - Ti' WRAP ICE&WATER CONTINOUS RIDGE VENTSKID Ia.UP inc. TYP DOWNSPOUT LOCATIONS 4 ALL VERT WALL/ 6'PREEN ALUM GUTTER CITY SUBMITTAL ROOF COMMONS (-4-- A3.3 ROOF PLAN \A2.1) 1/8" = I'-0-