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5.7 - 5.9 Item#'s 5.7.-5.9. ity of MEMORANDUM ¶11k River TO: Planning Commission FROM: Scott Harlicker, Planning Assista 414 DATE: July 28, 1998 SUBJECT: Request by Sand Companies for Amendment to PUD Agreement, Preliminary Plat Public Hearing Case No. CU 98-18 Request Consider a request by Sand Companies for an amendment to the PUD agreement for Elk River Retail Center to allow hotels/motels as a conditional use. Consider a request by Sand Companies for preliminary plat approval for Elk River Retail Center No. 2 1111 Consider a request by Sand Companies for a conditional use permit for a hotel Location Elk River Retail Center, Lots 2, 3,and 4, Block 1 Zoning/Land Use PUD (Planned Unit Development) / HB (Highway Business) Attachments • Location map • Preliminary plat • Development plan • Original plat and development plans • PUD agreement - allowed uses • 13065 Orono Parkway • P.O. Box 490 • Elk River, MN 55330 • TDD &Phone: (612) 441-7420 • Fax: (612)441-7425 Memo to Planning Commission/CU 98-18 July 28, 1998 Page 2 Overview • Sands Companies is proposing to construct a 78 unit Country Inn and Suites on property just north of the Perkins located at Elk Hills Drive and Highway 169. The project is located in the Elk River Retail Center Planned Unit Development. The project also includes an amendment to the PUD to allow a hotel as a conditional use and a replatting of the plat for Elk River Retail Center. The Elk River Retail Center was approved in 1994. The original plans showed a class I restaurant (Perkins), 18,800 square feet of retail space and a 3,900 square foot automotive center. PUD Amendment The existing PUD agreement does not include hotel/motels as an allowed use. Uses currently allowed are those listed as permitted, conditional and accessory in the C2 (Office District) and as conditional uses retail shops and stores, motor vehicle specialty shop, and class I restaurant. The proposed hotel will have less of an impact on the neighborhood than the • originally approved retail and automotive center regarding traffic. Traffic generated by the retail use would be almost twice as much, 91 vs 55 peak hour trips, than a motel. The 55 trips generated by the motel is based on full occupancy. When the traffic generated by the automotive center is included, the uses in the original plan generated more than twice as many peak hour trips. Preliminary plat The preliminary plat for Elk River Retail Center No. 2 involves replatting 3 lots from Elk River Retail Center into two lots. The largest lot (133,818 square feet) is located on the north end of the site and will accommodate the hotel. The smaller lot (61,617) is located between Perkins and the motel site and is likely to accommodate an office use. There is an existing drainage and utility easement from the original plat that crosses through the middle of proposed lot 2. This easement will need to be vacated. This item is scheduled to be considered by the City Council when they review this preliminary plat application. Access to the plat is provided by two driveways off of Dodge Street. One . driveway has been constructed and is currently used by Perkins. The second \\elkriver\sys\shrdoc\planning\scott\cu98-18.doc Memo to Planning Commission/CU 98-18 July 28, 1998 Page 3 driveway will be located at the north end of the site. Both driveways are in • the same location as shown on the approved concept plans. Typically, even though there are usually cross access easements for projects such as this, each lot has to provide enough parking to meet the parking requirements for the use located on that lot. In this case the overall parking requirements for the motel and a possible office are met. However, the parking for the motel actually extends on to the lot for the office. It is suggested the lot lines be adjusted so the parking required for the hotel is actually located on that lot. In the attached memo from the City Engineer are comment regarding easements, the grading and drainage and utility plan. Site Plan The proposed site plan includes a 78 unit hotel located in the northwest corner of the site, adjacent to Highway 169. A building pad for a 10,000 square foot office building is also shown. The office building is not included as part of this application; however, the parking for both buildings will be installed as part this project. • The hotel location in the northwest corner of the site is in the least obtrusive location for the residences on the east side of Dodge. It is in the same approximate location as the retail strip center included in the original plans. The hotel will be three stories high with the entrance facing south. Because of the way the building is oriented, the sides facing Highway 169 and Dodge Street are blank walls. To give some relief from the blank walls windows should be included on the east and west ends of the building. The hotel's exterior will be light brown steel siding with a dark green roof and red shutters around the windows. The site plan shows area for a possible 30 unit expansion. This will require additional parking. All additional parking needed for the proposed expansion will have to comply with setback requirements in effect at the time the expansion is constructed. Parking and Access The parking requirements for the hotel and the office is 118 spaces. The proposed plan has 133 parking spaces. Additional parking will have to be installed to meet the parking requirement for the proposed hotel expansion. The site has 2 internal connections to the Perkins lot, one behind the office building and one along Highway 169. Access from Dodge will be provided • \\elkriver\sys\shrdoc\planning\scott\cu98-18.doc Memo to Planning Commission/CU 98-18 July 28, 1998 Page 4 with two driveways, one is a shared driveway with Perkins and the other is • at the north end, just east of the hotel. Both driveways are in the same location as shown on the original development plans. Lighting will be provided with poles similar to those on the Perkins site. They will be 30 feet tall with downward throwing lights. Landscaping The lot perimeter of the Country Inn and Suites is 1,396 feet. City Zoning Ordinance requires 35 trees; 18 overstory, 9 coniferous and 9 ornamental. The existing trees on the berm shall not count towards the tree requirement. The site plan is deficient 3 overstory, 1 ornamental and 4 evergreens. Because of work being done on the berm, the developer plans on removing 7 existing trees and replace them with 15 new trees. The site plan shows 14 new trees on the berm; 3 overstory, 2 ornamental and 9 evergreen. Of the species of trees listed in the landscape key Sugar Maples generally do not do well in urban situations with heat, drought and compaction. Another concern with the landscape plan is the location of ornamentals in the parking lot. Overstory trees would provide better shade on the parking lot S than ornamentals. Similarly, 2 ornamentals located on the Northwest of the building and the 2 ornamentals located to the East of the future addition should be overstory trees to break up the view of the blank walls of the building and provide shade. The remainder of the trees appear to be located with a 20 foot area North of the building to be used for a future City pedestrian access. The trees should be located to the South of that zone. Trees in this area could also impact the water main and sanitary sewer. Signage The applicant is proposing a 30 foot high pylon sign along Highway 169. The PUD agreement allowed a 20 foot high monument sign for the development. The hotel sign would be considered the development sign. The grade at the base of the sign is approximately 14 feet above the grade of Highway 169. A 30 foot high pylon sign would place the sign 44 feet above the road. For a comparison: • Elk Park Center is 30 feet high, 17feet wide and advertises the center and 2 major tenants; Ill \\elkriver\sys\shrdoc\planning\scott\cu98-18.doc Memo to Planning Commission/CU 98-18 July 28, 1998 Page 5 • Hillside Crossing Retail Center is 25 feet high, 16 feet wide and advertises • the center and 2 major tenants; • Hillside Crossing is 24 feet high14.5 feet wide and advertises the major tenant 2 other tenants; • Hillside Crossing II is 27 feet high, the Menards sign is 34 feet wide and the remainder of the sign is 16 feet wide, advertises the major tenant and has room for 3 other tenants. Staff is recommending the proposed freestanding sign comply with the original PUD agreement which allowed a monument sign 20 feet high and 15 feet wide. Wall signage is also proposed and will consist of 2 wall signs, one on the south side and one on the west side. The PUD agreement allows one wall sign for each freestanding site and limits size to 10 % of the wall face. The proposed sign facing Highway 169 is approximately 129 square feet and the sign facing south is 70 square feet. All signs will require a sign permit. Staff can support the proposed wall signs Recommendation PUD Amendment IIIIt is recommended the Planning Commission recommend approval of the proposed PUD amendment to allow hotel/motels as a conditional use in the Elk River Retail Center. Preliminary Plat It is recommended the Planning Commission recommend approval of the preliminary plat request for Elk River Retail Center No. 2 with the following conditions: 1. The lot lines be adjusted so the parking needed for the motel is constructed on Lot 1. 2. A 20 foot easement along the north property line of Lot 1 be dedicated to allow construction of a pedestrian pathway. 3. An amended Planned Unit Development agreement be signed and recorded prior to recording the plat 4. All comments in the City Engineer's memo dated 7/22/98 be incorporated • into the plat. \\elkriver\sys\shrdoc\planning\scott\cu98-18.doc Memo to Planning Commission/CU 98-18 July 28, 1998 Page 6 • 5. Cross access parking agreement be prepared and reviewed by the city prior to releasing the plat for recording. 6. The drainage and utility easement extending through lot 2 be vacated prior to recording the plat. Conditional Use Permit It is recommended the Planning Commission recommend approval of the conditional use permit for County Inn and Suites for a 78 unit hotel with the following conditions: 1. Windows be included on the west and east building elevations. 2. The freestanding sign comply with the original PUD agreement which allowed a 20 foot high monument sign with a width of 15 feet. All signs will require sign permits. 3. The landscape plan be revised to address the comments outlined in the City Engineer's memo and the staff report. • 4. All comments of the City Engineer's memo dated 7/22/98 be incorporated into the plans. 5. All improvements to the parking lot for both the hotel and the office building shall be constructed as part of this project. 6. All additional parking needed for the proposed expansion will have to comply with setback requirements in effect at the time the expansion is constructed • \\elkriver\sys\shrdoc\planning\scott\cu98-18.doc ...„________ vo-enarviv r ill at FM:el k - .•;;61‘...., .,,,Its, lir :, • - ....-.,,,,Le,-.. ..1;,..1....itir i j 'i"-- ......,m‘...1. otantr.....,- 411114111.,,,,, -,,„,-,,,1-7.,. 2. i , . asurHt ,Air iiii7.40,:oadip, poitoim, •mow . . .vr. . --. . .AAR Silifiamm *-1071w' Rio ./.#tisliai ' 400?-44 -Iltir.r! \I mite ! --r• .41'2 1 h i?ALAI'rilliraktn.g1111 aissig. fit vo,A . , ._...,-..v.rom ,:a „0,,,v..r-' 1 EC)."'',•:0L_,• 111".1"drigri Negro i t 0 f!t I i .-.-'of•711c--wot' Me r,—,...... 0.ce, ..... ..• pp, .. ,,,,tobtliprc as #vzipisoat zild4 11 AIM Sti Sim..:441 ! 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F) • ir I 't,.-N ..11 .-,,...‘,i-t. . • ..'24, \S \1 • ' Alja it i •. a / r i \ 0, \ ESWF if • 00 $. 1 , •. ... ... ! Fild Z1 .178T14 ) It, ,--../ ----\-c \t ii,ii : niver LOCATION , .,-,\,- City of MAPq II 4110 [3065 Orono Parkway • RO. Box -*0 Elk River, MN f.52•30 3 CASE: eu 4S -- IS s P Ng r' llSt Howard R. Green Company f01SfLT6GE1CIlEERS CONSULTING ENGINEERS Formerly MSA Consulting Engineers July 22, 1998 File: 804400J (0240) Mr. Scott Harlicker Assistant City Planner City of Elk River 13065 Orono Parkway Elk River, MN 55330 RE: COUNTRY INN AND SUITES SITE PLAN REVIEW Dear Mr. Harlicker: As requested, we have reviewed the Country Inn and Suites submittal. The information submitted consisted of a certificate of survey, a preliminary plat, a preliminary utilities • plan, and a preliminary grading, drainage and erosion control plan. These were all prepared by Otto and Associates, and dated June 29, 1998. The submittal also contained a site/landscaping plan prepared by Hagemeister and Mack Architects, inc. Based on our review, comments received at the staff review meeting, and a meeting held with the developers, we offer the following comments. A. Preliminary Plat • The preliminary plat for Elk River Retail Center no. 2 consists of replatting three lots from Elk River Retail Center into two lots. The largest of these, at the north end of the site, is proposed to accommodate the Country Inn and Suites, and the smaller of the two, just north of Perkins and south of the proposed Country Inn and Suites, is proposed for office-type use. • There is an existing drainage and utility easement from the original plat that will need to be vacated, since it now crosses the middle of the proposed Lot 2. There were no negative comments regarding the vacating of this easement at the staff review meeting • At the north end of Lot 1, there is an existing 40-foot wide drainage and utility easement that runs from east to west. Currently there are sanitary sewer, water main, and overhead electric contained within this easement. As you are aware, the City is pursuing a pedestrian bridge crossing Trunk Highway 169 that will land somewhere in the southwest corner of the Mn/DOT maintenance facility. It would be appropriate to have the northern 20 feet of this 40-foot easement • O:\P ROJ\804400J\0240\400-2202.j u ly.d oc 1326 Energy Park Drive • St. Paul, MN 55108 • 612/644-4389 fax 612/644-9446 toll free 888/368-4389 Mr. Scott Harlicker July 22, 1998 Page 2 rededicated on this plat to allow for the construction of the pedestrian pathway to follow pedestrian traffic from the pedestrian bridge to Dodge Street. ■ The pond at the south side of Perkins that was built with the original development of the plat will be part of Lot 1 for ownership purposes. Apparently there will be an agreement where all three lots will participate in the cost of maintaining the pond. Having Lot 1 owning the pond will ensure that the City does not end up owning the pond and be responsible for routine maintenance such as grass cutting and litter pick up. Currently, there is a drainage and utility easement over the pond area, however the proposed plat of the Elk River Retail Center no. 2 does not clearly show this easement. ■ The site plan for lots 1 and 2 shows parking needed for the proposed motel on Lot 1 being constructed on Lot 2, and the amount of parking on Lot 2 is well in excess of what the proposed building would require. We question as to whether or not it would be better to move the lot line between Lots 1 and 2 further to the south so that more of the parking that's needed for the motel actually falls on the lot that the motel is being constructed on. Typically, these types of developments will have cross parking and access agreements, so that traffic can traverse any of the lots and park where needed. • B. Preliminary Utility Plan ■ The site is surrounded on three sides by sanitary sewer and water mains, therefore there will be no sanitary sewer and water constructed to serve either of the two lots. The layout is indicating an additional hydrant to be installed in the southwest corner of the motel site. We will verify this location with fire chief, since he was unavailable the day of the staff review meeting. C. Preliminary Grading, Drainage, and Erosion Control Plan • The grading plan indicates the lowering of the berm along the east side of Lots 1 and 2 by approximately 2 feet. As you will recall, this berm was established there with the original plat as a means to screen the residential homes east of Dodge Street from the development. We believe that it is unacceptable to lower the height of this berm. If it is necessary to grade into the berm on the west side for the development of these two lots, perhaps a retaining wall could be utilized to maintain the overall height of the berm. • At the southwest corner of Lot 2, a portion of the storm drainage will not be picked up in the proposed catch basin, but rather will flow overland through the Perkins site. Either an agreement should be obtained from the owner of the Perkins site to allow this overland drainage or the grading plan should be changed to pick up all of the overland drainage from Lots 1 and 2 prior to flowing onto the Perkins site. • O:\PROJ\804400J\0240\400-2202.ju ly.doc Mr. Scott Harlicker • July 22, 1998 Page 3 • There is an existing sidewalk at the very south end of Lot 2. This was a requirement of the Perkins development, so that pedestrians walking to Perkins would not have to walk in the driveway. The proposed grading plan for Lot 2 shows grades that would be incompatible with the existing sidewalk. The grading plan should be revised in this area to accommodate the sidewalk after the grading is completed. • The grading plan shows in one location approximately 2 feet of fill at the property line with Mn/DOT Trunk Highway 169 right-of-way. As you are aware, a fence was recently installed along this right-of-way line. The developers will need to obtain a Mn/DOT permit for any grading within the Mn/DOT right-of-way, and they will also have to remove and reinstall the fence where their grading operations disturb it. • No drainage calculations have been supplied at this time. Drainage calculations indicating how the storm water will be picked up from the site and conveyed to the pond at the south end of the plat will need to be submitted, reviewed, and approved. D. Site Plan/ Landscape Plan • • ■ There is a significant amount of new landscaping shown along the north boundary of the site in the existing drainage and utility easement. This will be incompatible with the pedestrian trail that will need to be installed there, and there is also question of whether or not this type of landscaping should be allowed over the top of water main and sanitary sewer. • The trash enclosure is also located within this drainage and utility easement. On previous sites, this has been allowed if the owners are willing to provide the City with a letter indicating that they will be responsible for removing the trash enclosure, should work within the drainage and utility easement be necessary. • There is a 30-foot high pilon sign shown along the Trunk Highway 169 corridor. This sign is also located within the drainage and utility easement. It is unclear where it is, relevant to the location of water main and sanitary sewer. If this sign is to be allowed within the drainage and utility easement, it should be situated such that the utilities within the easement can be excavated without disrupting the sign. • It appears that a portion of the building may fall within the drainage and utility easement in the southwest corner. From the site plan, it is very close and the overhangs of the building may actually encroach into the easement. If this is true, the building will have to be slid slightly to the east. • O:\PROJ\804400J\0240\400-2202.j uly.doc Mr. Scott Harlicker • July 22, 1998 Page 4 If you have any questions regarding any of this information, please call. Sincerely, Howard : reen Company Terry J. surer, P.E. TJM/st s • O:\PROJ\804400J\0240\400-2202.j uly.doc 1 i 2 E 3 E 4 E 5 E 6 E 7 i 8 E 9 E M L I L FENCE 5 8979'18•W 51731 rN__ r...E \ 00* H GO° CgOl 000 O0 * .� \ MUNE co. TION--I I 40'DRAINAGE AND UTILITY EASE1ENT G '? t. \ — -WALK PAW I r 1•-04-a•maw K v \ \\ P4110 '� �". .: LGNT POLE I q` I A', E.r.r % \ fp , _ ._.., , , .: ....., ,, 0 / , / ._,._ , \ roe, iprz 1 I :.. I. . '; \ \ `. Pe:Ar Rr IMI 4 surrE8 30 UNIT I I "� 1� L n �' P lb WITS ADDITION Q '.../ OMOW GEE ATTACSIED P[O&KW AV 6%A 6 6 I 4 -D ::�. - �p )rxs. -- DRi FLAG POLE I F •01.47 7• .W4Y as• i /^ / \\ FLOW POLE *-,� i LOOT POLE- � N I-- 7•in :.• iti ir'. ` ' \ OTMWA&PANG IOW. — ") r I lull 1 r 0,• • ik _ of (w .._ , , --ti?- , 6•. —; vA.!4f,„ A.7; ft 1 . ,_. \\ o- __I\ ` _\ \ ,, \ /g/ i I.. .. f: I DRIVEWAY O I \ 44./ il O~ I lik 9 - 9 E13011 - ile PI I kY/ i % 'A\ \\.] [20.--e F / " ` k. \ 9 /IR -- -- �. 0,e2;1 00115 i� .\ \ s .01: 1 1 0 • AE\ T r 9 8979'18'111'' ` 70n\ EXIST NO GTnn�Out. I • s•-C.Y_1•_ scrum rI\.\ I `•4 E.I.ung I \ \\ Perkins `m \ \\ DRIVEWAY \ \ i ! .,f. ri,12) h; 0 rt 89718• 11: M ' 'p. -.331.98 8. Biiiirr 11111111411110.EL al E' " rj I Ci ` • I � A id / / ki , •_ _,...„..,,,,.7.4• 088 I 1 E 2 4 3 E 4 1 5 E 6 E 7 E s ■ 9 E 10 i 11 i 12 i 13 • 14 1 15 M ob L 189th - AVE N.W. K PARKING REQUIRED PROVIDED - 18 UNIT HOTEL 83 83 6,956 SF DENTAL 35 36 3,008 SF ADDITION 15 15 J TOTAL 133 134 PROJECT NUMBER:9833 DRAWN BY: CHI GENERAL NOTES: ' CHECKED BY: CM DATE:20 JULY, 1990 I. A ROCK LANDSCAPE BED WI LANDSCAPE FABRIC WILL BE REVISIONS: PROVIDED AROUND THE PERIMETER OF THE BUILDING. I ESR'HESE ER,.14: c.noRs.RE THE mu.PACK cmREcrs.INC.Anr,REPRODUCTION IP00. 2. THE TYPICAL GROUND COVER WILL BE SODDED W REUSE OF NESE DOCOUEMS TS FOR'.WT.RL.R.ISSo.FRO.r... GRASS. (NORTHRUP KING PREMIUM SOD BLEND) 3. AN UNDERGROUND IRRIGATION SYSTEM WILL BE - PROVIDED TO MAINTAIN SOD 4 LANDSCAPING. 4. CURBED ISLANDSPEIN PARKING AREA WILL .. IT 3 SgM LANDSCAPED W/ROCK. Fi 5. ACCENT DOWNWARD LIGHTING WILL BE PROVIDED ON BLDG.FACADES. > ,,,. e 6. LANDSCAPING AROUND DENTAL BUILDING WILL cry~ BY THE BUILDING OWNER - r )I 1 F$E-!. 1. SITE LIGHTING WILL BE ON 30'POLES WITH DOWNWARD o iiia�o3,vR THROW LIGHTS. l;) a9 til S. A GRADE LEVEL SPOTLIGHT WILL BE PROVIDED TO - 0 .:�' I aha ILLUMINATE THE FLAGPOLE. 3 9. REFERENCE LANDSCAPE SYMBOLS ON PLAN TO LANDSCAPE KEY 10. TREE COUNT PER LANDSCAPE ORDINANCE: r (PERIMETER)1,3396'/40 . 35 (43 NEW TREES PROVIDED) .— IL (1)EXISTING TREES WILL BE REMOVED FROM THE LANDSCAPE BERM, THEY F WILL BE REPLACED WITH(15)NEW TREES. THESE(15)NEW TREES ARE INCLUDED IN THE OVERALL TREE COUNT. Q W o w (Yr— z LANDSCAPE KEY ° Z F SYMBOL NAME SIZE QNTY. E r...„ W Z Ti 0 SPIREA,GOLD FLAME 2 GAL. 20 U Z Y 1.. W ® SPRUCE,GLOBE BLUE 18"HIGH 12 D ARBORVITAE,TECHNY 3'HIGH 2 No Y 11 MAPLE,AMUR COMPACT p'DIA 5 < v PLUM,NEWPORT 5 ` S. ORIAYENTAL \` c .o e SPRUCE,BLACK HILLS 6'HIGH IS 0 �gS'- EVERGREEN J 2 in `x� = Ba MAPLE,SUGAR 6 I. .s`4,(,,,,`;,4' LINDEN,REDMOND 2"DIA 6 -ar inner�e�= in OVER-6701,.6Taer ASH,PATMORE 6 B 4 COTTONEASTER PEKING 2'-3'HIGH 12 ./- (HEDGE) SITE / LANDSCAPE PLAN ,� . /® N.T,9. / A10 11 12 i13 I 14 > , 15T11 r ' r �`` % Jr , • •,. -,,,, ,..6-,,,s..._L.,Ince........1... ! /.. f `� .j \\ i i P 6,17P i i E , \ ' 1 i\`, a4E, t �` \ CX ' . \ , \. ,\ \ j ii \ t .r ` . \ \ \ t ' A u ' '' 1 \ J \ .6. ; 1, I'1 1 ', 1 1 1 '\ 1 \ I , ; \ \ \L 1 t . \ 50 0 50 MI MI t OI \ I`I ','\,•,1`',\�\ ` • 1 \ i, I 1 111 In In Iiinnilli 1 Scale in Feet = ; \ 1 \�\\. \ ‘,..,.. . tj, \‘ \\ \ \ \‘‘..\ r LEa dooms..Gee.Stan \ \ 1,\ X-0- e. Gt.vdso . . \ ' \ I\\`•I\•-. mdonator 1 donator Be. 1 1 • \ - t\� --'O -7-dodo Tileplww I.,. 1L ' • ' , \ I\ Ston'Seca. -C-d.wt...Go.U. \ - , `t. '1r-4. aM16(Verify) -ONE-donator O,ere.ad Electric \ _ 410 \ '1 'It• ` \ \ IIT , i,1` %.* \��'' \Al •. •.:1 (. PROPERTY OESCRIPnON: \ '1 dl ^xi ''. \�'cw,aat:two- ' _ '''. Nt��,79; \ I.Gutter 81tL'" .. Lots L 3. and 4. Block I. ELK RIVER \ Z 1 I -1 '' \I re'era RETAIL CENTFR, Sherburne County, Minnesota, \-- °' fi; Pi according to the record plot thereof. \ • ; .t.'.1 {•\ ` .'\ AREA .• 4.49 ACRES co \ t 1'1 ` ,� 1•lca e ,L \,'� \ e \l hr..=93863 -933.25 Note: ' '� � ..,.:t �•" k,,,..ala I "hhc-934.35 NI dndrtoge and unity easements shown are per the \ ' . ,\ '.` .� • \ , record plat There may or may not be other easements \11 tli that affect this property. b • I•'� ',• `� \ +- \µR' 1 , • !�i Rhrr-939.2 !I '1 1,, 1 ' X \v\ \ 9326(Vert N ‘I_ \ \'‘,..\ s. 1 fit' \. \ Conn-eta\C ♦/'� I .\ k Cutty 3 tYt \ 11 ,, \ yq _..1,-.. \ � l \ a -_ \ .1 '' % \ \ \ .Ag- ...::::-:-.. \ ti lRn- 107 I- . �\ ) \ I MtF979.70 // c. walk, Harm e. erKe.. If u.� B2 J tRCP F.E.S. r J � r 1 Ikv \ 11 Ca l i. .K RMn=921.79 D°".=9 �•. Ma-91l.r• � ,...._ /A// 6 d 1/ / /rV Elko...922 �t7ev.021. .-913.14 9 14 q 6 �/ Elk HI DESIGNED DRAW 1-14 RE7iy CERTIFY MI BY we OR UNDER 1/r OCTRESUPERWSIO 1 AND THAT E N.P.C. C.S.O. I AN A DULY RIZOISIERIED LAID SUFi.E'.YOR ro s out emvi UNDER THE L1 DF THE STATE OF NtRESOTA. dfhi.at.sfm sou xDECKED nt:Ma•.7n ' BsoCA7tt raxt Be-Met •:e ,111 a t'a:;. tt:• N-P.C. :•'i•: Otto DATE: G. C. 14343 aglow,r9I t.lr ow.ye.s,re.. 11 1 , A Y I �''I �' r / / � I ! I I rsr l ) J' N I �• — — w j`� - 189th 'orf —44 x �a 1 �. 9!1.96 o IA� ^ 9Ec/e 1 ..i —'` r•• ' 921n AVE N■ II ■ r P i 1I ; t ' i ,I I I1. ! 1 1 2 � , /, ! .,s' �s I 1 � I i 1 1/ l f- /rl I. -- '` -d �, s ! iir M� _V __ , It ,� f/7.h. J 9) 1t i if 111 4. 1 ► Ory,,,,,,, i ',, ! ) 1!, . P. 1 I I .h�. �4 sM Ea..eS.A ,S` ` --�,---t---t11 -T-F.,1 1 , '� fit t4 ..1 w 1 I te .l f Ili GalanDriveway ){ 0kit 2 \ t, 1 I .7 Oeaw947.91 i I t ..?_`• l T.N.HYD Coo,.. Se t. e ., 1ta 1;1 Eley.=950.21 - Porklog Lot r 1 -,'I I �EMv._9.1J2 - 1 o i I 1 r 11 ` wt 1 `� Pelt,Elev.-94.5.82 1 ' P'M.M I '� .,1 'i Iw�, te ,„ � • I Driveway }y - ! eiwmn n.wParking Lot 7 { I .t.„,(... 1 ` I %.e., ca S Ra.tin 91955 �I. I Ped I 'SI ,.. _.einkring-'"I ? , " ` - ./ ha-926. 2 ..\ -1'2:^` _ ca ✓9W -- ii lea-9225. M 61121'16',E me! Jul ,. t Dec. • r-917.:_ • \ A Q0..whi Kit Ome- x �O De-A-92276 uls Drive N.W. 1 LK RIVER RETAIL CENTER NO . 2 CERTIFICATE OF SURVEY af: CT SAND COMPANIES, INC & TOPOGRAPHIC SURVEY 98289 ELK RIVER, MN SHEET NO. 1 OF 4 SHEETSrm 8/25/98 \ so,Thr F.oe.n.,t ei7p"2!" y � , \ ��\ 13.381a • ‘ , \ C , , 1 \ I , Drot,og.& so 0 50 100 150 ,I' - . -� �— Scale in Feet = ;0: \LGENO trAdonator Y \ \d.oe..o�Fel. A d.00e..cote velr. &noe«denote.Telephone 8mdenote.Telephone UN•done[., ten. ` \ s,� denote.0'h oepeto1 e0 3Yq o Il``! C fA17 - t yyj VV \ % \ zjR� \ O L ,,\\ \ b VT ,\�' 1 '\ \ 1 ` I `� R \ S e \ a �- v Elk Hi /to c.s.0. 40 Abel T tt DRAwA01.-tUfLl�S EAW7 DESIGNED DRANK — �.YE oR UIl7fR M.P.C. C.S.O. 1 AMA h sav. plf.IlEDt ) )� f Nen mKveh CiEL1QD I 3.i� �.a.��J' • •A. Pox:we-Nut IM Y4N. 0110t3'4 .5 A P N0 aAiuf 04: ../q REG.N0. 19901 trste.v.W tW tae..l.r,r, PH 17. I — — _ y a 189th 1.-..i I AVE N. W. 1. rI. t I . I 4 S.F. r• Ii 1;' r /h. i 1.064 y / / 1 -4 / An='47'4O /. / // /, I / Utility Ema,nuit // DEVELOPER: J v a— 3 �I. . 366 DSO COMPANIES,OTHAVENUE r;.J / P.O. BOX 727 A� y,a,,u,�ca.r.e r r WAITE PARK, MN 56387-0727 T°b. — /'o°°t'd -v, -i ' (320)202-3100 — ——1 r,, $ I I 2 ' . i I I NM SEE SITE PLAN BY NACDAOS1ER Mo MACK ARC1U0tt.i . NC. 17 S.F. I FOR PARKING LAT DMENSiONS t COMMON PARKNO EASEMENTS. 2 1 I 1 I i r: 1. r r N arzrar E 111101 — I I 1 1 1 1 Poldne Jt 1 // I / 1 r I 1 � /1° ..n. . J r. I faaseno 1 emet I 1 1 41 1 s I Edge el Nturnh oto N strew Md! -- • — — — I Lls Drive N.W. `j PROEM NO: LK RIVER RETAIL CENTER NO . 2 PRELIMINARY PLAT 98289 SAND COMPANIES, INC lum ELK RIVER, MN SHEET NO. 2 OF 4 SHEETS 6/25/98 • \ \ v cur OR M \ �r a» 0HE t-----�1 , E,letine l0"ay---, I \ MH. O S - Existing r Son.Sewer XYn=84212� \ In925.b J _ -- fiF1,11 \ eivAeaa5 1 \ 4 \ `S COIMiRT NN a=ED 78 UOITS I- ' 1 A 4 e MOI \ +' w war a� I tMJ.or'TEE so o so foo fso IN NM 11 .11 =MMIIM \ C 1 111 .11 in .11.1111.1111 1 Scale in Feet \ V' _ Mini 411 Dawe» not. G.Sqe \ ..., \\ \'N .p. deneer Petr Pole >Q der.eba Cab Vons -b denote.fbdrtnt CO demerit T.MpAa.e ear Soa- • -7-&teat«Tlphau Lbw OP WATER ' 1 _.-donates C«lino 1 lei?, = 0-E-d.wtes O....od Electric \ CUT Di 1tra4'la •w.�. . 7 � -, ® n OR MET LPii �.� .T ••'i• -a o- \ \ ux O \ o \ an-9.38.84 c«lat.Cu-1SL Inn-921.76 C sPrihe UUky Pbent Blwmroin i Ze �� 18"RCP 0 /. \ O I C8 I97&65 \```` he.-91115 C8 ,• flee.-9386 Y.c=934.35 333333\ \ux R93A2a 9726(venr \1 \\* (5) --Concrete t CI '^ R Gutter \ \ , y/1 V... Rim-92.107! ..i. h hr-919.10 ,i � '• Trans ea ,...Mx=921.5 T illi \ 13"RCP F.E.S. W .ti.-91,668 FA ux D. l'\•(. R)n-.921.19 ,, EJ..-9.9a j 0. inv.-914.09 tt \or A, ) Elsa-9YL06 Yx Ain-92Aa0 • 'l `)" '`) ODee-921.64 9111. �i Elk Hi , f7NEM== MATER SEpvCE WI; AE4 HIDRANT MOCKED DRAM 6Y HEREBY RC 7N5 PLAN WAS PREPAREDT {.- I M.P.G. C.S.O. 1 AY A DULY -.a..- -.3.'�• >-.. •QID•iEER ••Mt Division 11111111111111 ' y 1iNfESUTh TTOanis 4.1111-41711"4" t.•e" •:jam•i! ■: aii iailfi.2 N.P.C. .1� .�..�' -i . - soottA A tea:•r-1e •or s,. _ DATE: %Mir 7 A REQ No. 19901 o.pe..rs set tarn wrno rs,nn. n 6118 . I b I I a I e 1,o->m-TEE PI 7 TAP i d 1-1=71171="2 _ .. .•�� , ' ■ filt gas% a 189th Rico-g4.3._!9 917.72 :SML SEVER SERVICE�{nv+9244d qk iir AVE N. ��„ 11 so u►1IT I i i T i i__,i / 1 / I I I 111 11111 / ' mQ d il , 111111111 il / ' / i 15-3 4 d , E7e+-947.92 d bGG I B.M. lir T.N.HYD Bev:=95Q21 �r Pwttri9 Lot • KH U QEler.-$41.12 4 I. KH `"El.r.-941e2 I '7,,,,,.rj Baurnhiow Porkkq Lot 4 i V. N\ A...3 / 7 l tbt Cantre/ n �.R� / tn•at 9!13t k�.-fl29 .52 Hoarin...9 ..8 r RCPInv-929.38 1 Pond/ 1 ( I 1 ca. "-"Ele.w. 9JC 2 lnr..9 Eat.of C.B. Broor�e.w 1 u 11 Inv.:9u t k ' •-921.82 ' 0 Curb , a es "s Ilk Doco"`' Eley.-92L.0 Its Drive N.W. 3/ LK RIVER RETAIL CENTER NO . 2 98 PRELIMINARY UTILITY PLAN T Kt 98289 SAND COMPANIES, INC ELK RIVER, MN SHEET NO. 3 OF 4 SHEETS SATE MN e.1O, • I \ ( ► ;I) N 1 ''.g i geli i i mob'SaR S...r ' so 1,‘ , N \• i\'t, III • i lt \ . N \ :\ A , \ ,, .., \ c. \ . #-V fr"‘ ', j =r ./ Al a., , ., ,, \ ,Fr artkoeut \ \A''k \ ', \. ' % iii:::"../// ccumRY'-\*.. 111\9ilEs\s' �r - \ . ‘ ; i , , ` ` ,; + 1. 1 ', L t + i i aas ,, t 1 L i 50 0 50 700 150 ' __ �, _ I. M IMINEMOM MM.= \ , II ‘, \ , N 1. ' fIll,ik\' Scale in Feet = , , '', , I 1 1.'4. 1' \ ' ` \ ' VIIII \ . a 1E2202 sir , 1 \ i4 &noir Power Pais - DII ntw G .Valve,s. ; \ r -s dnotrH.a-a1t \ , i ;, ` + • v WA _ CO d.�..T.O.n. a —r—- d daneao O ' ?.41.. ..;, —OHE—d.,atr Orre..d aradc ` b •\' ! \ „ I.- A .syr �; \5' MIN. LENGTH POST , i . \ ; `Vo \\\ ` AT 4' MAX. SPACING w-. '.�Q., • \ — 1 ,`. 2 ` 1s y• . BltumFou. GEOTEXTILE FABRIC Z 1 ;t 1 IY4 A e'. j__, Ra'y.. FABRIC ANCHORAGE TRENCH. 1 ', /� Perkin*Utility Plan RUNOFF FLOW 'o i NATURAL SOIL TAMPED O t' CI \ ; 1' r i 1 .1 , ,V--__51-2.38.65.15.23 1 '. , / lh..-93523 .� 'l i /~y�Ga • X �J sua •A 0 1 1, •' '\ \ 1\ \ e'. M-834.35 iv 8A MIN tT �Z ` !' l ' ' ,t` : - \�w.x ZQ — Wffi I q , 1, ,\' �'�''` �'1 1 326 v.,,,, • 1�'1 i , ,,'\ J SILT FENCE DETAIL �` � ` ' ' i Concrete Q \'S. !f1 1 i,'• 1 ' ' .• k Gutter 1 i ` 94. lik \ -0-1' ` \ ' _17....::: I \ t ' . = a • ' Y_ .�c`'//: L, 1/2'PWIUMMOUS NEAR COURSE(14400T 2331 TYPE 41) 14019.10•. ry c�~\ m. as Z•8(TIJMNOUS SASE COURSE(MNDOT 2331 TYPE 31) \ �" • (.. d'CLASS 5 AGGREGATE BASE(MOOT 2211) \ a�1 1e RCP res n r r br.,91d.6e PAVEMENT SECTION `a. 44%\ ..11.I.Y,s-911 Lb 41 p+ ik MA 9a Meo ei / 1E..-22C6 Hi'. Elk Hi. 1 .40' GSA MO#MO k 2'EAST DESIGNED DRAM I fEREEff CERTIFY TINT TM5 PINI WAS PREPAREDMY ME OR - L.E.1 M.P.C. C.S.O. 1 AM A DULY RRREDS1ERED E '�'� 9 9..t tabeL.083 111AT sematost L C EDOD tr,�at � °F o.l'i. WAN.I'! ■:ice—1;2 :;'idO M.P.C. n �:Mt-Mft DATE: I' . REO.MO- 19901 pEN,..us r.I LAW Yew,,, Lr. • J' i / ; / Rock caFantroCna / - .- .--- .. ./�z 189th aF„-9u�v �.��,,� � �APIS 1 ��p •---ZW6111 MM. AVE N. W. F4RE PARKI O O „..1.,71,---4, 111,1111 1,11 • + � - `T — - ma ' ��r ,I I J I yo uMr ; , / J 'Ii.".,.9,/ / / It / 0 • a p, ..- v ! , ---„,,, , , ,,:i• , a f IR.*,,,. HARD ACE if�i i' v=i I I/;l mQ °"`-`,.. PUB ROAD A�� / I Hi / d 4.I,,T;N. 'I f .74 1 1 1 ! ft , 1 -1 6' E11 ''-fill ":4 +`+��." -e-e r' '`a•'*-2,‘,•41`,..,_ - _ ..._'\ ' 111 1 Ji!Fr • I (Ve' . + 1 i 1--2' WASHED ROCK �'.�otir..,..- ' \ 1 i i' J 9N , ; J .. 6,,, 1 ' l ( I c.,,�co wfi.fr 1. alb 1 , Ektv,947-92 F ElE+ti947.0• l , . . =i,. r.lu.Hro ROCK CONSTRUCTION ENTRANCE o .R-7 i_... . .� T111 Eler.=950.21 daVtady Pocking Lot 1' '+ �J . 1 �. I Ocw.=9kj2 it, I "Do.._91SE2 b 1� 1 + , 1 E Pte,. I em.on„o NOTES: 1 v a+•...r ',<� 1t 1. ALL WORK SHALL COMPLY WITH THE MINNESOTA POLLUTION CONTROL'S – –_ if Y I (MPCA) GENERAL STORM WATER PERMIT FOR CONSTRUCTION ACTIVITY. BY BEGINNING THIS WORK, THE CONTRACTOR ACKNOWLEDGES THE TERMS OF Bltuner ma. Pna. Lot • ' ii• THIS PERMIT AND AGREES TO ABIDE BY THEM. v I 2. ALL WORK SHALL COMPLY WITH THE GUIDELINES SET FORTH IN THE MPCA'S 1 PROTECTING WATER QUALITY IN URBAN AREAS: BEST MANAGEMENT PRACTICES _ FOR MINNESOTA, AND THE US-EPA'S STORM WATER MANAGEMENT FOR �. - RIm9373sA ' - I CONSTRUCTION ACTIVITIES 3. DURING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE ENTIRE SITE _ — _ �4 I AT LEAST ONCE A WEEK ANO FOLLOWING ANY MEASURABLE RAINFALL EVENTS - _ FOR SIGNS OF EROSION AND SILTING LEAVING THE SITE. WASHED OUT AND ' ._ _ ; -rrca \.• + I OTHERWISE CAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY. R-9.�rs2— "'�Dn 7 5 4. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH SOD WITHIN 72 HOURS '",P 9229..85 \`+ 1 OF COMPETING GRADING. -� P°yd 1 1 I II, I 5. BUILDING PADS SHALL BE HELD DOWN 1 FOOT FROM FINISH FLOOR ELEVATION. � , - -474--....ce : 1 1 I 6. ANY WORK WITHIN HIGHWAY NO. 169 RIGHT-OF-WAY WILL REQUIRE A MN/DOT PERMIT. --:.`�.;� j �� J m-v26.12 01.----5_,...° . ` l i a...-9701 I, n..-925. E,.e. .1.-of -.v` � - - — -92/.. ... r, I _ Mit Doe. Ela4,,927-36 IVLis Drive N.W. _K RIVER RETAIL CENTER NO . 2 PRELIMINARY GRADING, DRAINAGENa EROSION CONTROL PLAN, 98289 SAND COMPANIES INC ELK RIVER, MN SHEET NO. 4 OF 4 SHEETS AT>r 6/25/98 I IL 43) �z 11111 a I co- • /9 11 7t.\\\...... .. 74'-0' ot __h • IS 1f • aim .Ckfl • 7 3'-0• Jai 4. 1.41 014 b Y4 MO' 44". 21 $di" a RE w w 1 AIL a7i' :I:LOO ` TAUTOIR<f .7 / • /31UCC0 1_.)4 D+1m.AE S.130Y • •//AMID 1O U6 IR.1 b 71/11: MT 4 I:ZO: ��, • fa SA, in C i MI lIL1] 1 o \(7•y, • o C & ^- N LOT 3 LOT 2 0 4 4 x.-0. 1 • K b•-0' )15 R'E►a L—p ) C. ) ( �._ I1sins h-_ IOC/ 1 • sins � f KWIC) 1o.-0• l"-0--' I6'-0.4 tr-o` 4 ±2- • I It'-a• 1 40 0• 1 lr-0• i 13 e tr-0 Ito.-o• i_ i C p.-0. Uun _ , ----� I f tA7f)CMI C � ? i f - RETAIL -- -- I 4 3 1 1 4 sY ij-- 1 14 : ,4 31.1E •• ! 11200 -- 1 I6( RL!11 tt 1 . futr 04 II 21 • I fix , V b --V '�� ( 3 TI 414/?) D- — T µ1 1)0•i i?'211 -- �� i --- I �,�3ui 4(`µO0 ( �' I/�'- ,/)\ •• na)is I-f,O/1E CUTCH '- • / '� l L al; -5/4 '9 � 1 • i i •., ..._ , L4N 1 TOTAL BLDG AREA 29.000 SF 11/21/94 -' • Cl TOTAL PARKING REO'D 181 TOTAL PARKING PROVIDED 215 1 1 .r1 0 D 1 _ • • -. •• -. •. _ .. EXHIBIT C Strot ARCIIIT ,1 .••• ....'..........-...................._................„........................ ..........) 0,••••-••••1 31'''''''------.s. �� .t►••sr►.W 1 M • •Y.•I' �_. \ 11,0 COM •w• arrecnum tIKRD ROA cf 1.Y !cues WOO Sit,w• j .[ •••.,.. ''N .... ,c M19t7ELID/ _• .Y•••I Irt•.•.• 11 \ '1),T l 1. V►AMI N.4°•'i, .\ S.°O{. ` �. - r 71 \'/p.�• 1111 �••�_ .. ._ ___ V. • 07 ... ....................._., ...H\\......„........ .......r. .-. ............I..............1.........i i ..... ....... . I ••••,... : r,....tj.,i,. ,.•a.,:o . , r.... 4',0•S•04.11a• i S ;,•f:. 'lf :A••4`:•I I e. 11 •P" fi<<:',N)CIS,Ijqr`or----R'?i_ i4..,,,. .:VM:.*'':.,:,'t.::.,$.-:',:..}p:<•.?: •,.':.) '. ; 7,.." ..—— ; ! !gt. c------ r ,,z,..427-c:/•(„-s . ... RESTAURANT 1 >�. 5<t'`'Y%�3 _ _. 4:4. :''''.r. J;' HXP ST 31.4U• 1:n ! SY:'k:f:.`;f:Y.-., .;--d 1aD I • ______ __. • • ..,-,,,...4,,,...„,,,...›,,,,,,,,,,,: � t IDS 1 :0,-, :4,,,:.;:,,-,,,,,...,•,......Y/ �}-- • •,�• —_..• _.. . ,..„....„. _.--, jj, 3 :,,,:-.„.„,z,....„....,,,,,,,• .......... , .LP. , -- IIALX MSI4.51ME-- �; I Mmato 010 f!W.Afm • u c,n xnccl c1.,;ru LOT 1 S M ,� E. '' t I .rS �p -'.:.•-t:...:1. a ` % K • ��� / � = 'I'''-', RETAIItt - 1.— a ,I —•;A ‘69 SITE PLtk! ;I S t{�GHwN`( NO• r� 1'=30'-0 SITE LAYOUT 1111 !•� x ,—', 0 10 30 60 r __--•—•._ __rm. _. ki, N NS NJ. 6, r .; . xi, , r ELK RIVER RI _.• • -1 • NEE,..,.60.040.4)Ogralivtual)nide,ANL, 1 (' ---ne9'19'tt""E 5)7•,7 ---- --- L[[77 • 9T H• f • T-... L 414.0.4.0,f ancs�.EwX,.�r ——.————•-••••• Xini.N _ l.\ `) ill .t / cj ...:- \ ,�V e =.n \ r- —A ',ern wr E leaf! f •14 M- I.- \ C) C ') 7R1! -- J \ �A N• j % �- 4 / 11 <r \\ w w • �, % 17 ! I 4-J \ k. J v , / -- a 151.405 iCt • f, • ` , ' -- -T Gl o \ ---If or= '1e'E _sus, --- I _ a_ /30.Z7 '_J [• - -- u1 .+• \ne9.19'seE 13,0k -� ?,27€I ct .L \ w Z Pi tell le E /99.01 `) 11110 411. i 4\ C) �i «Q !r- y\ �� .i• Z �' .J .. `t\ r) Ci -- I car a 1q\ CAaA,, • I 40.4�19C,44.2r \ 4P.1h9E I 2.1/.44I•Ij'2t MI O �'p 'Z 0,• • C.i••NN'Nsrt 404\ d•0-N•.l•: .� rJ L� Ne9'29•t9 E '• I ,;AI .K; T_ r T 224.7s W T'�. ;A �J o,• l 'ill' /- Z.v 4 LIP'. 1 xr /( A= •-'4.4 / (- S.. V C^ e _J lJ) �J sl. 1 � ����s ,• C1 4 (J•''J •V • u 1 r,� 4, • rD .r^ r. �y E 7 l r\ �� di SE C+>.it se__ "b. C� ;(. L ,. Ou>'bf A J6•ii 4�.fJ- . 1ve9'2/4J'E leo._- �_____ v 1111 1 c: r.r> sI,1 .Y1 L-L.1 . . ell-1...1 v1 .. 1\1.N. 5.Ins of 04/Ali A,DEroi/ELD — 7H PD ADDi1N.r l rV+E Vj i/ f V . • DENOTES IRON MONUMENT FOUND • S SUR` G DENOTES IRON MONUMENT MARKED BY LICE?r yp WITHIINEO E YEAR AFTER. RECORDING NO 7725 wHICH WILL BE T W u1 SATHRE-BERGOUIST, INC. SAID PLAT OR SOONER AS SPECIFIED BY _ THE APPROVING LOCAL GOVERNMENTAL p -- ,1 UNIT. tA h 'CA,eltS �jt`e THE BASIS FOR THE BEARING SYSTEM IS ASSUMED. Alm i AO _TAIL CENTER ,‘ IOiOW AU. MEN BY THESE PRESENTS: Tea Elk River • Development Inc.. a Minnesota corporation. tee owner, d the CITY COUNCIL following described property situated in the State Minnesota,MeMinnesota, Approved and accepted by the City Council of the City of Elk River, County of Sherburne,to wit Sherburne County, Minnesota at a meeting held this Oudot A.DEERFIELD THIRD ADOIT)ON,according to tin recorded dry of ,79— - . plat thereof. ALSO • • That part of Dodge Street formerly known as Baldwin Street N.W. as dedicated in the plat of DEERFIELD THIRD ADDITION,according 'Mayor to the recorded plat thereof.described as follows: Beginning at the southeast corner of Oudot A of said ,City Clerk DEERFIELD THIRD ADDITION; thence on an assumed bearing of North 89 degrees 21 minutes 45 seconds East along the easterly extension of the south line of said Oudot A,44.55 feet:thence North 5 degrees 27 mines 23 seconds CITY ATTORNEY minutes East9326 feet thence northeasterly 70.46 feet along a I hereby certify that proper evidenced title has been presented to tangential curve to the right, with a central argil of 11 degrees 56 minutes 41 seconds and a radius of 338.00 feet and examined by me and I hereby approve this plat as to form and thence northeasterly 36.71. along a reverse curve. with a execution this day of •19_ central angle of 8 degrees 01 minuet 43 seconds and a • radius of 262.00 feet, to the intersection with the easterly line of said Outlot A:thence southerly along the easterly line • of said Outlot A,to the point of beginning. Elk River City Attorney Has caused the same to be surveyed and platted as ELK RIVER RETAIL CENTER and does hereby donate and dedicate to the public for public use forever the Street and also dedicating to the COUNTY SURVEYOR public for public use forever the easements for drainage end utility purposes as shown on this plat Pursuant to Sherburne County Ordinance Number 010. I hereby .. certify that this pert has been checked and approved as to In witness whereof said Elk River Development Inc..a Minnesota compliance with Chapter 505. Minnesota Statutes corporation.has caused those presents to be signed by its proper this day of '19— heofficer this day of ,19_ SIGNED: ELK RIVER DEVELOPMENT,INC. Daniel G.Nickols,Sherburne County Surveyor COUNTY AUDITOR STATEMENT Louis J.Poiack.its Secretary No delinquent taxes due and transfer entered this day of ,19_ STATE OF MINNESOTA COUNTY OF SHERBURNE The foregoing instrument was acknowledged before me this day of , 19 • Sherburne County Auditor by Louis J. Polack. Secretary of Elk River Development Inc.. a Minnesota corporation.on behalf of the corporation. COUNTY TREASURER STATEMENT I hereby certify that taxes payable In the year on lands herein described paid in full this day Notary Public.Sherburne County,Minnesota of .19_ My Commission Expires I hereby certify that i have surveyed and platted the land described on this plat as ELK RIVER RETAIL CENTER: that this plat is a correct representation of said survey: that all distances are Sherburne County Treasurer correctly shown on this plat in feet and hundredths of a toot;that • all monuments have been correctly placed in the ground as shown. or will be correctly placed ss required by the local government unit: COUNTY RECORDER • that the outside boundary lines are correctly designated on the plat: and that there are no wet lands as defined in Minnesota I hereby certify that this Instrument was filed In the Office d the Statutes Section 505.02. Subd. 1 or public highways to be County Recorder for record on this het' designated other than as shown. of . 19— at o'clock _ Y.. and was duly recorded as Document No. • Thomas S.Bergquist,Land Surveyor • Minnesota Lic.No.7725 Sherburne County Recorder STATE OF MINNESOTA • COUNTY OF HENNEPIN The foregoing surveyors certificate was acknowledged before me this day of 19 by Thomas S.Bergquist.Minnesota License No.7725 614/°'2,2 Notary Public.Hennepin County.Minnesota My Commission Expires the properties located within the Subdivision. Developer further represents that it intends to sell • some of the parcels within the Subdivision to third parties unrelated to Developer (Third Parties). This PUD Agreement shall be binding on Third Parties. 2.) Development- The Project shall be developed in accordance with the following plans attached as exhibits hereto, subject to obtaining site plan approval for each parcel within the Subdivision as provided by this PUD Agreement: Exhibit C - Site Plan and Setback Plan Exhibit D - Landscape Plan Exhibit E- Grading Plan Exhibit F -Project Cross Sections Exhibit G - Signage Standards Exhibit H- Uses 3.) Uses - The uses allowed as permitted, conditional and accessory uses in the C-2, Office District at the time of approval of the PUD (as shown on Exhibit H to this PUD Agreement) shall be allowed as permitted, conditional and accessory uses within the Project. The following uses shall also be allowed as conditional uses in the Project: • Retail shops and stores • Motor vehicle specialty shop • Class I Restaurant • 4.) Approval by City- City hereby approves the Project as shown in the attached exhibits provided, however, that insofar as the exhibits vary from the written terms of this PUD Agreement, the written terms shall govern. This approval is subject to individual site and building plan review and approval as follows: (a) Prior to the issuance of a building permit for any lot within the Project, both for initial construction and for any subsequent expansion, exterior remodeling of a structure or substantial revision of an approved site plan,the site plan for the proposed development shall be reviewed and approved by the City through the Conditional Use Permit process. (b) Each site plan approval request shall be accompanied by such plans and supporting materials as City staff shall require, and shall be reviewed by the Planning Commission and City Council in a public hearing held thereon before approval. (c) Site plan approval shall be granted only if the City Council finds that the proposed site plan is consistent with the terms and conditions of the Conditional Use Permit for the Project, this PUD Agreement, applicable City Ordinance requirements and all other legal requirements. City reserves the right to refuse approval of an individual site plan if, in the City Council's judgment, this condition is not met. • 2. -___I--1.---- - -} z ♦ " Y APPROVED ; I T E II)4 41N • TOTAL BLDG AREA 20,000 SF 11/21/94 ---- • Cl ' TOTAL PARKING REO•D la ❑❑ - x, _•-�� -TOTAL PARKING PROVIDED 215 l 1 .1 0•ll I V f. EXHIBIT C Strot _Reg —�i'V, —_ _ - _l_ 1 1H' .ytl -J71 b' r �I I-1 1 1 L ji! ---i. �V /AN. -- v - •,vein d ¢I.e. II, �_1.._.,1 t'� h1�xV\��i Z� .�_____.4L, a..'l / 0It one AUTO/RETAIL -j- 2 Tf�,.' CNN wr i �j"1- — jV( ^V, • -- — • V .. 1— +' ITV nl.a o-,o•,1°O -- `.�%^"�:?S�fZL'f:%:<' �1 _. 1- 11- "-...-7:p . 4 LOT 3 LO 2 •.r:. ;A•pc :rs V§ inememmi ro:w Ell ID r e SI, ..0 —e a•a' o e_ av" - . n'a _ 1=77-1 .....• ——_ •. ,use,, a .-.--- — 1r I• . . --=— �. Y I - "Sr r /%11.1 an.0 9 ___ -- I LOT I 0 i RETAIL N NW _ -1I'-hr__ r /l - j x.. ...,...,_,..„4:: ` '4 l 7.. a. 04t,"';''.'• . —LOT I !— / _ l ..../.• .'1:1:,1.ri'..,..-,„_,...,.7;..,',,.<„,,, ,_”._:_- "-, —IR .- .�,�6 , - fi RIVER 1 y c10 ".'. '' RETAII 401. - CENTEI: i �� _ ,. �� Jam. •. - p /.. --; ., 1 0. 1,����".c..ase / ,4#1, V' X69 SITE PL AI _^y HatrN� �, 1.430•-0 k U S 1 SITE LAYOUT 14 ,—' O. L O l � �n 1J 7....--/- . 0 f0 30 60 - 1-_w: ail lir ELK RIVER IIFTAIL CENTER • • . \ Per CI.r-•,'&SA/f Ale . per/KtO/fINfI ANL k ___-_ _.__Mot-$ ZS E ?T7,n____ _- L-�_. IO.Oer AU. MEN n T1ESE PRESENTS: TY 0 4 NM Ow•bOmRM1 Ira.,•Mine eb corporeUon.No earar•a the COY COUNCIL A i8 yT{.1 following described property Wu...d N b.SW*a MNrros, _ —� Approved•ndacw,Yd try Me Orr Cw•d a the CRP a EY Rhar, •• T A MWillt t or.Vry!••1 T .•1 County a 61MrWM,Walt G —— ..A •. =Nil. SN.rb me County. Ykwaaa a • nn.Mq I.w NL. • r----- Z •A x Cuda A.DEENFIELO TH1RD ADDITION.e.eardkq b me r•caded day a f• . �� \) :1 t, plot lemma ALSO M \\ " -- "� TNM Pur a Dods.Sir*.brawny Hoak N EMd•In Sow.N.M. _ .Meyd• ��V 1 N bdk.bul In the prat a DEERMELD TNND ADDAON.acm.AA0 ,�. \\ '�{ K'I j i -• b L.moment Wes N.rsa.d..aN.d N Maw= :n \ f, '� 13 I .- B.prnanE a the.a,m..M cantor a arra A a..w At 01'11.111T zII_sf , �'`• / f- DEERFIELD THIRD ADORON: thence amain. City Clerk \ •0 .�•.Y Rearing a North r dome.Pt mA0b M.sesta Ent \ `) (('t ]RtE•••.:-. (J L aero the.e.hrly extension a the sou"We a said Oudot i- ( /yyly-- J A.M.NN hot thence WW1 S dew...n.N.-.20..caa. CRY ATTORNEY \ _y (•, �� Ea.t pr het:Mance no.mrmwlr MA.Mut•1•r9• I lamb.,amus/bat proper..ldas a We hes ban pwNmread M 1 3 j`% ♦ / �1 cT• ra•v^La ewy.m La Mgrd,wrN•central.rote a if \ -,L ,`•/ (J demon EN mfr...41..cone.met•radius a MOO met w Newkad q m.and I moMry•padre nuts Ptet r b rano arra w^ % `` �/ (. Mew.ntrd..+0M YTI.abq•mNrr cured..MN• ...adlon dr rya .tf_ \ j J ew.r•I• a•^11.••^11.•a•apron.Ot minute q seconds and�j • J • radius 2ato2.00 het. N.Intersection.1rr OM WOW., . • n I / V We aa Oudot A.dance.aAb Mrly ammo e•aterly We • \1 N. �`1 kiI : J_- aa.a Ona A.,TO Val pamabgkWq.• EI•RMrCRY Arbn.y X 'II.rd 25244 r t JI Me to be end ELK S ` h- �r RREET�NTTRE and ddoll Mule eons Mame RIVER N j \ -- n 07•?)'zt!-t late!/- '7•� V' I PARC ter public we lama the Street.ala Mao deM0 N10 M 1M COUNTY SURVEYOR pmrelle b public w.forma the eaewowrb for dnkMgO silo.NMy Pursuant b Sherburne Camay ONrrs 00101.1 Oft I Nanny • 1:7:: \\ % • ... a - Wopw.e a•Mown an tlN.Was array NM NL.pbl 11•s 0..n clacked mad.ra•.ed b Jf \ Y_ /� �" J•..1 e - ]B 0 ]O c l70 N wn.et.Nessa sea EN RMr D.r.leaMnl arc..•000..ola compliance meet CNep.a •dy YWraNM fe.Rla•• '{ \ it `, (� , I 1 -. I I Dap 000,Ms aauead Lam prevent.m M siw.d M ro prW.r EW day •IS— ... a \\ C-. q I Cj MINE M Fe anter We rya ,1E_ O 47, .� cd t \{}1 nes•zf'zsY z11��• ---a� sIDNEn: i- • : \\ O^Z.YIp•Il'16 F Ttp.dT �] ELK RIVER DEVELOPMENT.MC. V\\ t-••M I omia a Nkkate.Sherburne Camay Sr•my i �\ 1 w`n ` C, _ V.• : t\ -- r. _� COUNTY AUDITOR STATEMDTT i iu1 ` tiI rat` yV I h--- Lou*J.Polack les Secretory Rer.Err•lmare foxed low.ed rerMrar.awed Er 4......• •>( `-I dPya .Ifl '\ 1...1 CA STATE OF MINNESOTA Y\ Cr) I -- _ •� < COUNTY OF SHEABURNE t. \ Cd•Nr- I ,)4/t.4t C'd,tf •TM bN-Ng Nr•wa nt was acknotehePed •.an m. I.\ IPrrhCl/ A//346A•N. W'" Mb dry a .19 SMMKe.Camay Aumb etld,.lets,•• cA.•dro'M• by Lois.1.Polack.Secretory a Eh Rha pwbwnwd Inc..•• •p 1\ O o-•"'9/ p•• h- I Mlma010 corporation.on bN•N of the corporation. COUNTY TREASURER OTATEYENT o i0.p� '\ ' �,_- •'.-.t \ -- IMmes certify and tem p.r.m.b New al WM. 1� ME9•t9•te E S�. , , -- nwsin described Pad I. IW dr M / !; ��j j S HOtary Publ..SMreurm County.Yfnla.OY • a .lE e T 224.76 L. 7-,.. .!x? C�i M1•CaNa••lon ExwrN /N/�� f/c •'.i r IC�r: �MreW carted/ern 1 hare snmrr.ye and W.rd 1M ISM e..enk.d I /f_U(-.,--;-:-u--, (- I ` ItS.p1.1 a.ELK RP/ER RETAIL CENTER:Lest OW plat b• y,wg„r,y County Treasurer Cerra reW..Mb11On a Ma ....ray; Nat al a•ances era U' // ,. /s.• -V 'r.'); u correctly.mown an Ws plat M 10.1 bled hundredths a..vol:0.00 ,.f.' Iso.. V•.r 4 \ (;• ^ I all nonunaM.have Ran Oorready Mooed 1n NM wand•..Nawn- y...'..4- ��- I l i-.1 U Jj wm >; in.M con.ctly Wesel b rowan,by La local wwwnmwd unit COUNTY RECORDER >1,a,P V r_ ^ 1 L tltet NM onsite.•ou^••ry INN aero correctly e.rgrn.ted on La I hereby certify Nr.1 NA.krabrmn.md.••Mod b Na Office a 1M DmAb/Iy EST• 1rI f t dsi:.ed that.. I•n no wet Wes.N donned N Minnesota • Steins Seaton 60N 02.SWd. 1 a pnuRNc aglr..y.m M et Recorder b record ala Or oWek_ay met-:'-el TO-- - -' d.sbvbdO..EM...4.0.0. _ C. and wed day recorded es Daa wn1Na \ /�.. I•Jrr_t ,- r.R. AV.5/.Te of OulkA A,DEE./r(io 1.rm — raJP 4201rsrr f red EYy Thom.S.Bwpaulfl Land Surveyor C+ldrrl+TrA. Wm...tic.No.1725 Sherburne Courtly Recorder STATE OF MINNESOTA • COUNTY OF HENNEPN • DENOTES IRON MONUMENT FOUND The foregoing.urnyars o.rtncab wed ac.no.l.dged berme me ton day 01 II_by �� IS 30.41.. C DENOTES IRON MONUMENT MARKED BY Thomas S.B.rggusl.Mammo.Licens No.TT,, . ? N? LICENSE E ONE YEAR AFITER RECORD CH WILL B E NGT SATHRE-BERGOUIST, INC. SAID PLAT OR SOONER AS SPECIFIED BY _ THE APPROVING LOCAL GOVERNMENTAL �ft rt? UNIT. Notary Pump Neuman Cowry.Coy.Mm .ou 'n P PO''' BASIS FOR THE BEARING SYSTEM IS ASSUMED. Sly COmnn.an Enpin. i . . . . . . . COUNTRY 3„ INN & SUITES BY CARLSON • Country Inn & Suites, Elk River Entrance Sign Specifications S 1 t . COUNTRY 15,6" INN & SUITES BY f..ARI.SON • 30' CAH Country Inn & Suites, Elk River • Pylon Sign Specifications N Pi .G.° w . -bmH9' Of Eg` i - • ow /J a •+.+ ►\40.4,01 � �.=���4® /IIS zz i - 19)1 at i .....--.„..,„.5._„..--__../..--. [> +rte. e+ X6'1'+'' :121,-11Nirdit- F I I _ . to 1 .1 A__,,_i; .a nn , l P si- 11 ! , LJ, - "1:99_,.......--,2,1"- 9 x416 i9.11 teep 1 % Ii 12" Ge------- --gig - -.• tea, a i t d i I,! . I b mC r� . : 3 p zE - 1 'T " 1 ii 6 al Kz AA 6 m' P£ 3Tn €a tc li cn N fil A d z 0 g ZI "�'o v a " 9 5! o �. y O x O x 6 O A � Eg.9 ; og cgUl pi has : 'r W 8 u 1 a t Pae o v v "• c e gO n rg.55 Oq€ P ,'1 FF Y > . m > n 6 ,, 6 ^ 6 w 6 0 > x > _ 6 6 x > > t � 18 WT HOTEL ""k. '"4; Ma7::: IKINCNOtUNSTURITYES > l..A......e1e 16301ELK RIVER HI>NE60TA ♦�♦J66•A u�—Tw,^.Ct0>2bwIw ) &Q^e hA bgxgg SQl!c0, :t, .C. ILI asv i 4 1 N.0.P..wk.1 :4."'7LZl i , • • . .\ �� . �\ 1 0 6 /ii L _� / / / ` -- \ \.� ' g E,__ �11iii..: 2 189th \ ,.,\�„ , .,,, \� �.,.,.,m . I _ �, ,,N � j AVE N.W. \' / \ A \ J / 1I l \ ,/ \,....„ \ ,, a' // t\,,lj, l !// /�,,,l , ` G \\:.\\,,,,,,,„.\\„\... . ,:,„\\//I „ \ � `\ \\ tn. ,\ \\ , ., \, , —, ,-,--,----- - __ ivy„'i. / �.y p / otz, w o so 100 ,1 \ \\ iii\\\ \NI MB 011 / Scale in Feet = \ \`\' �,\\ f f\ i f i(p=-. / Iiaxl¢ \ ''\\ \\.```\\i''!\\'.:\\...;':-\\y-\''I----:1 \\4\� - r- _ ,4 ' `T�1f`IJ'II I ,I II a \ \ — g L1 \ t ?rl/ b a 44 Yew \ \ \`'\` - \ \ l it/if d \ \li y • • 1 IIB.M. ` 1 1 ,,\\\•*`�'A ` \ . .� /�i. R 0.v..930.T1 PROPERTY OESCRPTIOR '1`` t1=1 r1.EI V\ \.f ' Iola t J,and 4.Sack,.E X RIVER ,1 y'4 • 1 _ `,\I .. 9emw.n w, u ( .\ `�I 1 BAR CENTER 9.artmene Canty.YWwm1o. \ \.,„.‘5A'-\' \ �timy M Op,:._.Iwri I I cry b Um .cora Val Memel. 1' i _.•,. \I^4^'. . 1 r• II \ AREA-4.49 ACRE ` O •1� `'., \''`'\`: `�, n a \ ' \I _wen • i Nate: z \ ,��1,��E•.. L' A9...tat and aSR,nommen.Mown as P>me • f'.,1\\',\ •4.`i-~ I .n....... mord Nat There mayor may not be other einem to \\ I \ / ' It. ' „ ,\i -., t \.,,,, ,,,-...,/ /4 : \ \ \ ap _ ai _ J.-m_ pyla I j 1 I '.• r• ' IVr" -'`--.- . ---.1 t 0_4.__ -- • ff nb Oa. .g.:VI�P EN...a„ 4 I Elk Hills Drive N.W. r I,C,FIrf 51/771•07/MT THS PU.M led D T.IC[ ° "m`"°"¢ ��" ELK RIVER RETAIL CENTER NO. 2 98289 CERTIFICATE OF SURVEY �R.c cs-o. 1 w A our Rasos9 u.m srncioR & TOPOGRAPHIC SURVEY uuR THE lA1e a TIE sulE Tx �-�}•� ��,,,"^,,. �� 1 /v SAND COMPANIES, INC Nu, °° ND. l ELK RIVER, MN SHEET NO. 1 OF 4 SHEETS T` 8/25/98 • . i \ • 1---� I I • \ Y .lI..,.,�we,,..�. -V _1 I 2 189th \ AVE N.W. a 1t \\ 1 \ \ 134515 v. I' ' , A I. \\\ q . s_ t\ r.. I \N \ i \\`` l�wm..y.a wry Ea...n J V DEVELOPER: 10 \ rt 1 is ���� E Ana 3 g-- r:.' SAND COMPANIES. INC. \ � ' 366 SOUTH 10TH AVENUE Scale in Feet ,\ ' \\ I,. ; P.O. BOX 727 \ ...77.,:r=1:.:,�..+ 1 " WAITE PARK, MN 56387-0727 \then \ � _ � �`_� i ' (320)202-3100 r...." I I 1 .—� -w eem \ ' \\ O 2 I - 141E SFE FIE PUN IT W.R)®S1FA MO W\Ot MCMI %MG t \\\ 51,117 SF. I I Mt PMIVO LOT D�dOR a C aON PAWNS EASEMENTS. ® � m. \ 2 ~ \vi` E rina V i I \ \ .wolf[119a I Z IV 1 6.1\ I 1 ! 1 \ I I \ i 4 : S :\\\ ' O \\\ q d v�af r �ryd __ irsr 1 \ ® \ 1 nv.m \` \ --\ 1 i 4 I 1 L_____ _ \..rarrF 1.� — \ Elk Hills Drive N.W. !20 t,�3 .WQ..t LAdIi!yN..0.mgr[�].f c.a. Ou.l- - T 1I0: .F� <_ � °" '' ' ELK RIVER RETAIL CENTER NO. 2 i' '"Zica �–�•� PRELIMINARY PLAT 98289 .a as m nd uPc ��� Ar 1 1`P "'"... SAND COMPANIES, INC , 19901 Iry ELK RIVER, MN SHEET NO. 2 OF 4 SHEETS AM 8/25/98 MR /IIY:�g R4 IID. ft*N w 1`•.e�.,h. coI CD ce tltl N 2 O ZQ N W a x a I ;; V) I • 1 ++ Z 1 N • 0) o co > /{0,Q i Z — -JIfi �'-� fi , I W I W�Z-� . ' \� gl � av.wo � ` _r`,ttiro �•�__ m — ---_--_--^ �. "'- _ 9E J W cc- � pC i-6I FI \ . ..._. ' • 3 Z 'O W -ak a • Z C gi 11 II---gl ,.. L ;R M 1 _� 'air m 03'. i / :Hp '1 I 4 a ya 'i G " g l s. xi Z Ib x i !o,14 „• f ug a C , J !• L (_ . . , , 1.I r I -• ' 1-1 tt + all 1 � b — _i 4, 169 �- amµ° N.0 ,...•••°";...>""" awayvii•g /" i �i �al - P .*' it'Vil io 8 p.4 F. F. � 45 ea 1 itilii ii ii i1 #e , i a i ` A a 1 • . \,. N : • 1' ,i, • 1Po •�� r —\ , \ i fn13 a zrz :+�� imiiely : S 189th ,,� \� F�. .-;9�:. `#— ,, ��I.. •fin AVE N.W. \ 1 1 \ \ a / �� \ I I I I FULL f.ipso, --- A ` \\\\\ `.,\\• \ �� ` 91. Iif,TIIJ_ 1 /\\ u r __. \\ \\ ,._ , 1 ..„\ ,,....,..:,,, it , G \\,„.\\, \ �`I;1\\ ,. E:E3E�YNe>[I JiPla `r ( I fr.%\ \` ,, S 11174:7".1...\ i f���'�J i''\. i ,' l 'l 1", HARD ACE .1' , \ \ , �' , - ,:,,_ � � ' f� PUH u RDAs :''so 0 53 MO 150 Scale in Feet •1 \, \ �`\\ ) i f J I r; r 1:74 •till..�:�..�• \\\k \\ tGS \` N�' '\ 11 } IC `. }�.,• LEG= a_= ' m ' \\` ,\ \ .� _ \.. 1I1fr. � 've+ '''. w.•� \\ \`17! ) r-z wASHEO Roar •�::' me w \ \\\ \\\ \` \ \-. a ,1. , 11 1 \ V. 5`\' �" ; ,. 9.61ROCK CONSTRUCTION ENTRANCE �, I .�.`rt��.-. ifF EIFW9NlA ii ,„:, rNJ1ro Id\�,\t�', Ao`' ` �'� lml.v:. EMr.�93Q31 A5.MIN.MAX.LENSP POST \ �\ µ_:__Wed%YM AT�� AX SPACING � � � ' CEOTEXTIE FABRIC \ Z }, ,, ! I rr h..n..n,u r '\ -i FABRIC ANCHORAGE TRENCH. DIRECTION OF 9 BACKFILL'61111 TAMPED I CI S ,, I RUNOFF FLOW n NATURAL SOIL \ I • \` _ . 3 r. i.b •9• '\\\\\, 1,�. Lu •`\ 1` pJ I w.er... NOTES MIN �3 ` ', 1.\\\ \\\ \\2\ \\ •.ri• 1:11,N1 9FI ` 1.All WORK SHALL COMPLY WIM ME MINNESOTA POLLUTION CONTROL'S .� I • %\�\\�\ uz'•i'twy L `,111 (WC.A/GENERAL STORM WATER PERMIT FOR CONSTRUCTION ACTIVITY.BY I \\ ,y N _ BEGINNING THIS WORK.THE CONTRACTOR ACKNOWLEDGES ME TERMS OF I I , \• as L Il, I THIS PERMIT ARO AGREES TO ABIDE BY MEM 2 ALL WORK SHALL COMPLY W M ME GUIDELINE'S SET FORM IN ME MPCA'S \'`\�. - I PROTECTING WATER QUALITY IN URBAN AREAS BEST MANAGEMENT PRACTICES SILT FENCE DETAIL J I \`• FCR MINNESOTA,AND ME US-EPA's STORM WATER MANAGEMENT FOR CG IIS;\ .•`. � laeissiwiwol C'/ �� I CONSTRUCTION ACTMnES �.\ sR ` / p/�/] 3.DURING CONSTRUCTION.THE CONTRACTOR SHALL INSPECT ME ENTIRE SITE T Ilo;\\\\\. \ 1 � I'�y I AT LEAST ONCE A WEED(ANO FOLLOWING ANY MEASURABLE RAINFALL EVENTS I, FOR SKINS OF EROSION AND SILTING LEAVING TME STE WASHED OUT ANO 1 ' \ t 11 s\ `• \ "-\,.....=-__.,-__--'--\` —_y•i - ,A nr I OTHERWISE DAMAGED AREAS SHALL BE REPAIRED 151 90 hLY. .•\ \ \< it r..�iiu 7-,\1411 "\1 i 1 ) I 4.ALL OF COMPE7NG GRACINGAREAS. BE REVECETAIED WITH 500 WITIAN 72 HOURS ' �� <y-'94,4.4/... . Po�O I 5.BUILDING PADS SHALL BE HELD DOWN I FOOT FROM FINSN FLOOR ELEVATION. 11_1 D�9 ) \A^-.i .)e� ...+.' ✓I I I I 6.ANY PARK WITHIN HIGHWAY NO.169 RIGHT-OF-WAY WLL REQUIRE A MN/DOT PERMIT. 7 1r1'RIIAlpR tENI COURSE t 211 TYPE s1 _ Y 9r11Anrco15 USE C+olA6i(Nowt s.n 1•Rf JI) \ •r\.\`7," �,<--"E =� 11• A. -• „,,„Nava 5 Acclm-.,rE SASE fl.oaH un) ,� ,T— `-"' __— PAVEMENT SECTIDN I V..4.°.72!?, oma' Elk Hills Drive N.W. m...,1'_E•VVIIME Imo +tiE3II MPra ides. f'onium coot kr,,....E.,.mmr MU rrm w wsP.. - NQ <sa `" °° ^' "" " �° ELK RIVER RETAIL CENTER NO. 2 PRELIMINARY GRADING, DRAINAGE 98289 NM=IMO our.ttsmm/ oom rro :.nr & EROSION CGNTRGL PLAN �9.•-- �� /// I/i�' SAND COMPANIES, INC >;y,.. MPC. ELK RIVER MN SHEET NO. 4 OF 4 SHEETS 8/25/98 i�l 19901 ...w r~