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6.3 ITEM 6.3. ( MEMORANDUM ty of 1R/ River TO: Planning Commission FROM: Steve Ach, City Planner.-<ree- DATE: February 25, 1997 SUBJECT: Conditional Use Permit Request to operate a Class I Restaurant and On-Sale Liquor Establishment, Public Hearing Case No. CU 97-4 Request Applebee's Neighborhood Grill and Bar is requesting a conditional use permit to operate a Class I restaurant and an on-sale liquor establishment. Location • Lot 3, Block 1, Heying Addition (northeast corner of Freeport Avenue and School Street). Zoning/Land Use C3 (Highway Commercial) / HB (Highway Business) Attachments • Memo from City Engineer dated February 19, 1997 • Location map • Zoning map • Proposed development plans • Concept plan for the Heying Addition Overview Applebee's Neighborhood Grill and Bar is proposing to construct a 4,759 sq. ft. restaurant and bar. The table dining area will have a total of 156 seats and the bar seating/dining area will have a total of 18 chairs surrounding the • centrally located bar area. Applebees is known as a casual dining 13065 Orono Parkway • P.O. Box 490 • Elk River, MN 55330 • (612) 441-7420 • Fax: (612) 441-7425 Memo to the Planning Commission/CU 7-4 February 25, 1997 Page 2 • opportunity for the entire family and has a wide variety of menu selections. The restaurant also tries to create a neighborhood atmosphere with its internal decor and ambiance. The centrally located bar area will have two TV's in close proximity for added entertainment. The proposed restaurant will not include any "live" entertainment. Hours of Operation Applebees' proposed hours of operation are as follows: Monday through Thursday - 11am to 12 midnight Friday and Saturday - 11am to 1:30am Sunday - 10 am to 12 midnight Site Plan The proposed site plan is very similar to the concept plans that were submitted along with the Heying Addition plat. The one modification that has taken place is an adjustment of the parking area adjacent to Freeport • Avenue. Originally, the parking stalls that are now along Freeport Avenue were adjacent to the proposed building. This presented a concern from the standpoint the drive aisle would only be approximately 25 feet from the travel lane of Freeport Avenue. By adjusting the parking lot as shown on the plans, the distance from Freeport Avenue to the interior parking area has now become approximately 45 feet. This additional distance allows greater stacking of vehicles on the interior, as well as a better opportunity for vehicles entering the site to get off of Freeport into the parking area. Much like the Holiday gas station, the Applebees Restaurant is oriented towards Freeport Avenue. The service and refuse collection area is then located to the east side of the building in an enclosed area with a brick material to match the exterior of the building. Parking/Traffic Circulation Access to the Applebees site will primarily occur off of the proposed curb cut off of Freeport Avenue. In addition, all of the lots within the Heying Addition will have a common driveway connecting each site internally without having to use Freeport Avenue. This overall design will eliminate unnecessary trips onto Freeport from one site to the next, rather allow for convenient movements on-site. • s:\planning\pc\cu97-4.doc Memo to the Planning Commission/CU 7-4 February 25, 1997 Page 3 As mentioned in the Holiday report, the connecting drive between Applebees and Holiday across Lot 2, Block 1 will need to be completed at the same time the Applebees and Holiday Station are constructed. This driveway will be necessary to facilitate drainage of the parking areas, as well as providing that immediate connection between the two initial sites to be developed. Building Elevations The proposed building elevations are identical to any Appplebees that has been constructed around the metro area. The materials include primarily face brick with a series of windows around the dining area. The windows are also covered with a decorative awning with Applebee's color scheme of green, sand and rust. Decorative lamps which are attached to the building will surround the entire building. As mentioned earlier, the entire trash enclosure and storage area will be completely enclosed with a brick material matching the building. On-Sale Liquor As previously mentioned, Applebee's will have a bar area offering the sale of liquor for on-site consumption. On-sale liquor is a conditional use as stated in the zoning ordinance. However, liquor establishments are also required to • obtain a liquor license from the City Council. The City does not have any "setback requirements" from other uses such as public facilities; therefore, staff does not foresee a conflict with the sale of liquor at this location. SiMnage Applebees' sign package includes a wall sign on the front of the store facing Freeport Avenue, as well as a wall sign on the south side facing the northbound traffic on Freeport. Applebees' freestanding signage will be placed along Freeport Avenue and will consist of a monument-style sign with dimensional requirements (height - 10 ft., size - 100 sq. ft.) similar to the standards in Elk Park Center. A detail of this sign is attached. Recommendation It is recommended the Planning Commission recommend approval of the conditional use permit request by Applebees Neighborhood Grill & Bar to construct a 4,759 sq. ft. Class I restaurant along with an on-sale liquor establishment, with the following conditions: • s:\planning\pc\cu97-4.doc Memo to the Planning Commission/CU 7-4 February 25, 1997 Page 4 1. All of the comments outlined in the City Engineer's memo dated IIIFebruary 19, 1997 be incorporated into the revised set of plans for approval. 2. The proposed retaining wall along the east side of the parking lot be constructed of a Keystone or similar masonry block. A detail of this retaining wall should be provided along with the final set of plans. 3. The larger overstory trees and conifers that are proposed within the 30 foot easement along the east side of the property should be relocated somewhere else on site. 4. It is recommended that three of the overstory trees along the east side could be relocated along the Freeport Avenue side of the site. 5. No parking lot lighting should occur within the 30 foot drainage and utility easement along the east side of the property. Lighting within this area will not only be within the drainage easement, but also too close to the overhead powerlines along Highway 169. 6. The final set of plans will need to show the construction limits along the north side of the property. This may have to include expanding the • parking lot slightly onto Lot 4, Block 1 to avoid any erosion which may take place between the time that Applebees Restaurant is completed and the ultimate development of the final lot to the north. 7. All landscape material must meet the minimum size requirements as set forth in the zoning ordinance. 8. A monument style sign with a maximum height of ten feet and sign area of 100 square feet be allowed. • s:\planning\pc\cu97-4.doc 411st CONSULTING ENGINEERS February 19, 1997 1326 Energy Park Drive File: 230-357-11 St.Paul,MN 55108 612-644-4389 Mr. Steve Ach 1-800-888-2923 City Planner Fax:612-644-9446 City of Elk River 13065 Orono Parkway P.O. Box 490 Elk River, MN 55330 RE: APPLEBEE'S SITE PLAN REVIEW Dear Mr. Ach: As requested, we have reviewed the submittal package for the proposed Applebee's CIVIL ENGINEERING: located in the Heying Addition at the corner of School Street and Freeport Avenue. ENVIRONMENTAL Based on our review and comments received at the staff review meeting, we would offer UNICIPAL the following comments: NNING SOLID WASTE 1. The package we reviewed consisted of a set of 10 plan sheets prepared by John STRUCTURAL Oliver and Associates, with a revision date of February 11, 1997, and storm SURVEYING drainage calculations also prepared by John Oliver and Associates, with a revision TRAFFIC date of February 14, 1997. TRANSPORTATION 2. Sanitary sewer service is provided to the site from a 6-inch stub off of Freeport ELECTRICAL/MECHANICAL Avenue. Water service is provided to the site by tapping a 6-inch water service off ENGINEERING: of the existing 24-inch watermain on the east side of the site. An additional hydrant HVAC that the Fire Chief requested is shown also tapped off the 24-inch watermain and POWER DISTRIBUTION placed in an island in the parking lot. It will be necessary to check the final plat of SCADA Heying Addition to ensure that there is a utility easement provided for this hydrant. SYSTEM CONTROLS 3. Storm drainage from the site is collected in catch basins and small diameter storm sewer and conveyed to the pond proposed for the lot just south of the Applebee's site. On sheet 6 of 10, manhole 101 is shown as a 48-inch diameter structure. I believe this manhole needs to be at least 90 inches, and perhaps larger, due to the number of pipes and the angles at which they enter the manhole. Manhole 102 may also need to be larger than 48-inch diameter for the same reason. These should be verified and changed. OFFICES IN: 4. The site has one access off of Freeport Avenue, located at the north end of the lot. INNEAPOLIS It does not appear from the Grading Plan that there is a denial at this access point PRIOR LAKE ST.PAUL WASECA An Equal Opportunity Employer Mr. Steve Ach • February 19, 1997 Page Two to ensure that storm water does not flow out into Freeport Avenue. This issue was a condition of the approval of the Heying Addition plat. Therefore, this issue needs to be addressed as part of the Applebee's Site Plan review. 5. As part of the approval of the entire Heying Addition plat, storm drainage and internal traffic routes were reviewed and approved. There currently is a proposal to develop a Holiday Stationstore on Lot 1 and the Applebee's on Lot 3. It appears that it will be necessary to develop the ponding and the transportation route through Lot 2 to ensure that the concepts approved with the plat approval are functional for these first two developments. The plan should be modified to indicate how many improvements are planned to be constructed on Lot 2, south of Applebee's. 6. There is a proposed monument sign in the southwest corner of the site. This monument sign appears to be close to the 10-foot drainage and utility easement, along the front of the lot. Care should be taken to place this sign outside of that easement. The same is true of the storm sewer at the access off of Freeport Avenue. This storm sewer should be placed outside of the 10-foot drainage and • utility easement. 7. The storm sewer at the access off of Freeport Avenue shows a 12-inch stub extended to the north. The stub falls directly adjacent to a curb line. It is not clear if it is the intent to construct this concrete curb and gutter and parking area at this time, or to leave it undeveloped. If it is constructed at this time, it will be necessary to remove it in the future when the storm sewer line is extended further north. The plans should be modified to reflect what is intended to be built as part of the Applebee's development and what is intended for the future. 8. As part of the approval for the Heying Addition, the grading of the ponds included a 10-foot area directly behind the sidewalk along Freeport Avenue which was essentially flat with one foot of fall in 10 feet. It appears that the Grading Plan for the Applebee's site reflects a steeper slope than was approved. The Grading Plan should be modified to reflect the flat area immediately adjacent to the sidewalk. 9. The storm sewer calculations submitted with the Applebee's plans appear to be adequate. We would note, however, that the plan sheet showing the drainage areas still indicates that the pond outlet is to be built by others. This outlet will need to be constructed prior to or with the Applebee's improvements, so that the storm drainage system is functional. • • Mr. Steve Ach February 19, 1997 Page Three 10. There is some parking shown in the watermain easement on the east side of the property. The Developers should be required to sign an agreement stating the parking will be replaced at their expense if the watermain needs to be excavated in this area. If you have any questions regarding any of these comments, please call. Sincerely, MSA, CONSULTING ENGINEERS -/-ef,(.71/77a Terry J. Maurer, P.E. TJM:tw 357-1908.feb • • A il; I 1 .4%1 ' /9. 711 ane• • .+! ! iip • /11) I ,xI �ii .r� y �a ��, O — �4 . Y L r'AMIWA .e _® 1 i/,-iaPi g- C �� . 1111VAVO -4 47'4 410v4,11. invoT; !,;i um ". its kANVP VI - -. l tr. v. ,Aro.- . • • ,10,,,A.,,.::: ,..%ta : la fr. =2.21 4 o J I �, � Z^�' . o i • ii L Iaa r•1. - . .. �:Ifili�.• NILp VII A 1;11 co Ts1.4 P sr's\\\. rc 5'`�` CFF,;'..i�• 0 �a : uma. E SCHOOL HqR i 1• " • a 1 i; C� �r Inner LOCATION �� � ': � � 1.11, �k��'�� �• �r o� R 4 O viz. ±, PA 1;11�. en �..6,Ai `, ®� i \ //���a� �� :' 4 4640 X1';1• ®��`�0 4rrr. 111,1 , \ • ...i . . Briairk 1 rrom k ,,,• a/191I���0 Gf7IN r 194":A , I .• li +.+•:. -f si .i wA _ 111•` .MI 1't 12 7M' P. grelm TOr• ` =�Ellm.d��7.� \\ 1. .'GLI1�w.w'.0 5 ACDF �a LION'S ti091o.1U82� R/VER WiLi<7>s1 1 �0 :illy ibW4- Ems/ `.'';11 �►aa .te e 1- F g ... 1 dQ(K►'1 a i�Y PLAZA z owili_� , w!s�o„in r r. N . w`+�tl i4 i L"T L �\ ,_ ......a.. .... ,sfL1 "� R!_VEP• . 1y i1 lir/VW 7e l��N 1;- �fj '.'.1N, � �— Sr, -1.4 � PLAZ p• wu3 • = ,..,-"a.-= me 5.,PrQ:-” PI> r --"' ' '''''. Ni y — tzg or unbuir �:„.. �01L71 iillr !YNY ,,/�r' •�. ''C• }V1• •ti�• ,/ G 04,.,„ -fY •I • '•11\; , wp_ - j, i l� '` � [ j;/ln .y�:� �6��Ias IjI! s, 111 , // /4h. � i4�wmi . Ha:• is r OM 044.4 Iy� uj.�, s 1;1 G� rte_ .. ww .. II'�'4[P' _ 4G✓ W M11. \\AW-Vr III 1 1 1 1 ►LD r,c..' 4 111 -. =: r-c,/ ---\_( • \\(..s.„,/ LOCATION N City of . MAP ilk • River � 13065 Orono Parkway •P.O. Box 490 CASE: Cu 9 1-4 Elk River, MN 55330 • f •• A * Y • it I / p)/ Z/ Neighborh . SITE • a_ LOT 3, BLOCK 1, cncn cn ELK RIVER, coN t17 LC7 CO .n QJ 11 L j CI L7 I John Assoc 580 Dodge Avenue, Elk River, Minnesota 5 i ! 201 W. Travelers Trail, Suite 200, Burnsvi CDr-1 I hereby certify that this plan, specification, or report was prepared Civil Engineering, Land Surveying, Land Planning Professional Engineer under State of Mn. Statutes 326.02-326.16 a - Q � I 1 I Yele i // Ki Grill & Btu LANS HEYING ADDITION MINNESOTA INDEX SHEET I OF 10 - COVER SHEET 2 OF 0 - SURVEY SHEET 3 OF 0 - DEMOLITION PLAN SHEET 4 OF 0 - SITE PLAN SHEET 5 OF 0 - GRADING AND PAVING PLAN SHEET 6 OF 0 - UNDERGROUND UTILITY PLAN SHEET 7 OF 0 - DETAIL SHEET SHEET 8 OF 0 - DETAIL SHEET SHEET 9 OF 0 - LANDSCAPE PLAN iates, SHEET 10 OF 10 - LANDSCAPE IRRIGATION PLAN Inc. REV DATE REVISION RSHEETS EVISED 1 2/11/97 SITE LAYOUT, GRADES, UTIL., & LANDSCAPE 4,5,6,8,9 330 (612) 441-2072, Fax (612) 441-5665 1 i .le, Minnesota 55337 (612) 894-3045 (FAX) 894-3049 by me or under my direct supervision and that I am a duly Registered / � Date 1/31/97 Mn. Reg. No. 19900 0 \DRAWINGS\7440P—SURV Thu Jan 30 13: 03: 53 1997 SPANKY . • \ 5 \\\\ \\\ \ S \y} \\be.,,,,,:,,..,:\•-• \--- ‘\ ' Ar\--\-, \ N \ \ k k\.0\\\A \ c ....‘ \ il \ ,....c. \ 1 \ \ \ \ \\ \ \ \\\\ Ci., \ ‘ ./ / ‘ \ \\\\. \ \ \\\\\\\N .."*.' '',-...., "t, ----- 1, \ \ I \\ \ \ Vo \ \ k ,,.\-: \ \,, ‘ \ •..„ __ _ , \ -- \ \\ \ \ \ \ „cp\ ,, — \\ \ \\\\ \ \ \ \ N.,..,,,... 2 �� ' \ o \ \ �`^�:;- \ \ \ i \ \\ \\:\,‘5'ri '--•c c.11. \ \ ‘ \ \A— — t- —, \ ‘ ..,,..„.01''I: yi ) I \ ‘ \\Iri -\-\\ \ , \ \ ' \ \\ \ \\ \ ,• 00° s, __\\ ‘ \\\\cv. ---). N \\,,,,N -,. . \ \' \\ "..41\ \` "^�\ \\\ t. -3T, \ s',.. \\\ •\ NSW /n \"`^., ... ......J 1 `} ---,.....—......,_....:,\..24,..‘ , \ \ \ ic \ \I ' \ �\` , tt \\ • ; t \ \ \t-pr. \ \ \ , \ c''''.\\\ 1,t, \ \ S l l � 1 \\ \ \ _ `"yam 4 \ \\\\\ \\ .__......�. `max/ \ _ _.. i\i v`\ \ ,,,, \ \ \ \\ \ \ i \ i \ \\\ 4) \ \ \ \ d \ 1 \ '\ \ l N. n St \ \\ \ \ \ K J/' j NQ\ r a! 00 ..f'.. �•— -- - - ---- ---- t - )--- ............„5 �,--,----- SCALE IN FEET L MJ a w z \ \ , 5\\ j` `` SUBJECT PROPERTY: \\ \\ LOT 3, BLOCK I (PROPOSED) HEYING ADDITION o W o ` ``� \ ELK RIVER, MN 0 a zo < \ \ \ `� ! �` N. NOTE: THIS LEGAL DESCRIPTION CANNOT BE CONVEYED, ETC., z Z Y Z ! `\ !j \ ! UNTIL AFTER SAID PLAT IS RECORDED. g = 3 W '3,.. uj 1 A ` b' ovo . i` •\ \ " ` \ t o"o c w W \ nE �o •! 1 \4 1 f a000c \\ \! 2 \ . 1 1 s o2 !j ``y. \\ °� `i I LEGEND ='502 N. j Pe 1 •P a � L -..-"-'._.-_.._ gTBACK LII TFC 2N a' it •! \ \\ i } — _- EASEMENT LINE ras tt \ \ I ` I aa��� 1 \ \ \ j f I -- - CENTERLINE m•.-a o • 1 oZ_e -. 1 \\ \ N\1 _ '.1 f PERKING SETBACK= ID' i E Lt. p 1) 3 0 \ }\ f _nm'rc_ rn o •! I N\ •\.i t \ I Bearings shown ore based on the North Ll j II } i` ` r line of NW 1/4,NE I/4 of Sec.34,Twp c /j 33,Rng. 26,having on assumed beoring \r f j \ \ \ I i t of North 89°29'21'Eost. x w I i \\ `\ I \ / r 0 Denotes I/2 inch x 14 inch iron el n m e • '1 \ 1 f '\ if / monument to be set with o plostic cop �+� b .,, 1marked R.L.S.number 8194. ,� I t, I \ \ \ /` !h •• Denotes Iron P'a Found V y o a \ I\ m Y! .4 Ons i I \j j ` / I q; 3 e A. r / / Drainage and Utility Easements shall ` a st S0l.o \ \ „f j be shown thus: 1 ' S 5 's nr i ....„.7...,------ y�--fit �'\ \ .. ••�,' ' i i a °4 a !? -/ J U _ 1 I -- s .-�- �•'_ ""'"" -" •- •-• =- Being 10 feel in width and adjoining "w• __I��•,` r right-of-way lines, unless otherwise O ' /� I --~•--v -t' " indicated, and at jd,nals lot being li^ 5 unless other- t-- r '--------- - ""` wise indicated, as shown on the plat. 0 i ' I \\ 0 J $ -- -\( ---- 0 Ir \ z C7 >- Z _,_- - 380' •% to i Centerline of School Street QW CC Q W ---""-•----•-•-- to m Cr O - Cr -•�_""......'_ .... ,..we.e....w.ww...... CL X L`In D -;;;.";*•***** --------- CC� w W - - - cl- w m W J Y d J d m Q M I- 0 lI /r /j... // SHEE-T N0. / ! // OF 10 \DRAWINGS\7440P-DEMO Fri Feb 14 08: 56: 32 1997 SPANKY • • \-1./--------r\ '"'--- ------\ \ \ Vi \ 11 \ \ \ \ 1. \ \ , l Oy 1 \ ll S ` ,- \ \ \ ' %h. N. \ \ \ \ ` .,..t „ .. \ `\ \ ie , \ \ \ \ \ \ ,\ 404 ' \ NA • \K \\•- %IWO \,, ' \ 0 \ t:::\ ii-i ----------- ' I \ A**1 \ \ %,_,/,, ,.,\.,,_ ,.:: -, 'f..., 0 \ ,, , is....,... ,... ________AII, . \ \ A\ \ ,,. Tim \` \ \ \ " \ 1 ., \ t \ \ \ \ \ 9 1 \ t -- \\ I i \ . 1 S I t l\ `.,1 \\ \ .', `, mo \ 5` 1\ \ et it ' .1 \ \ � � \ • oq 16\. �r ` \ • N \ \ \ \ \ 4\ k \4 12 \ . `�\ \ 1`i i `r \ \ \ Anh ,.....\r"' \ \ \ ` `, \ ,, \ , n t .`'" i.."^D.'� 5 , , moi•, \ �; \';, ..1 \ \ \ \ `\ 1 �1 ,� \ t i \çT \ Z • 0 ff EE U O o ,---- ""� 0 20 40 60 SCALE IN FEET --- o ,.`- I ..-----` o ` erZ n c� ', m 4 z o 6500 grOs n� Fwow \•05 r. OZn m o. } Z Z Y Z 03 In ra IA `, QoQ 6 1 x 3 w •0 0 0 U 0 r .. t // o£�, /�/� ;3›v 11% I m ` /�'/ .c EplVul Z ...51-17,o . o a o L O L h re �' �' p n O c,_. . c °n neo mo2n6o o iI 4 po 2 (41 oky5 hi atg V1• 1yy aoW{ya\ 11111 �. $:=O oarp PROPOSED ~ MONUMENT SIGN z,,,,.«.wr,n.M. ........ ' �t. ,, 0 J f" J 0 Q' 0 0 Z -avE� Q Zoki J Z c � Q Z � W > 0m — it. EXISTING SANITARY SEWER J 0 La r -_ EXISTING WATERMAIN J W co LI Y'_f,,,,,,.,..- - `"""' ""'"` ). EXISTING STORM SEWER m J I I 11,70Wee.el!4 CONCRETE SIDEWALK TO BE REMOVED In d RETAWING WALL I- < 0 -J SHEET N0. 4.3/41 iv 3 OF O • n I. ALL.DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 4 2.LANDSCAPE ALL GREEN AREA 09 -- 8.} \9:.-✓ --1-----------1- _____0,___________....„ • f_ 3�� y'' r ;7d,/ ff k 1 r . ........ /'R/f.1/ a 11 ' :♦,♦�• --- --- .5.° i0° ,'6,2.S 0 42 95 . ill62°° u m // P<b6' po7.5 31.16 N 05s 110 i. 00p>25 .2.61 \ A / e .t'16.54 • \ �� i \� R \�pl��'1‘. \ SV1% - -VI A r a . 7.17 O \.', ''` ps2 Y m s ` .25 / _ ' \ '"ems.. \ r ✓^R ti c1 117.17 Cr) Sx 04° / MDL 6 CO \ \ R=2.5 tT1 vol /�'/' ..� Hi_ ii420 pT 9, ' ✓ _ 1.STILL ='...".......770° f�, .�.•.•- R=S.51111(10:::.'...'....''' '� ..� ./ R=<.0 O \ ps°° r U._ C \1w' ''''''.' '' ...--'' ' '''''-'. .„....,,-----''-'''-''\ ---- .----- ------NA ,_, \ ---- ---- .,-----)--- • .......... ,.......---- .„--- \ VALLEY CUTTER a�� y N- MSTALL PEDESTRIAN RAMPS-SEE OCTAL U) CD Z Q Z O F a U N C O '' 0 20 40 60 W i SCALE IN FEET A \ -f�i >> N O NZ ....... 65�q 26 5 cn m o o / Fl •p, Cj LEGAL DESCR�TION: o rc o < z 405 LOT 3, BLOCK I, (PROPOSED)HEYING ADDITION `i C, ELK RIVER, MINNESOTAr 5: m N ` z Z TX z `o ~ N T 3 x J 0 0 0 U 0 r \ SITE DATA INFORMATION: '/ " SITE SIZE: L47 ACRES /'z BUILDING SIZE: 4997 SO. FT. S P o \ '�/�' PAVEMENT: 39,700 SO. FT. ° a, °-£o5o /62 as \ �� PARKING: 91 REGIA.AR STALLS `-E w`o 2 z `\ 4 HANDICAPPED STALLS v ao5 if ,� SITE CONTACTS: S o y:11E, wE�co3 00 MR. Tim Hommes ph/321-5343 -,„°a° n / aJa t5.1?�I R=zs Minnegosco fx/321-5573 - `o I o \ NC(S Dept. e o.s`o,-o .. 700 Linden u`0 n•o v '' PO Box 1165 E.u E 4' a MIAs_ MN 554 40-116 5 _nna S C, o R'25 Mr. Glenn Sundeen- Elec. (plant 441-2212) ph/441-2020 ti Mr. Bob McCartney- Water phi 441-2020 •e3 g ,21 ( Elk River Municipal UtIlitles fx/441-8099 o �2� 322 King Street ail a o�1 V' Elk River, MN 55330 a Z. g c '� Mr. Phd Hols- Street Dept. phi 441-7420 b r q o t 0k Mr. Dorrell Mack - Sewer Dept. phi 441-4918 F m 7 Cityof Elk River fx/441-7425 Ei: n n.�'/ 1305 Crane Porkway kite/ a 0e0 Elk River, MN 55330 `fi�tOP y 32c'.45Ss" Ili patoMr. RogerBuschphiI-255-3257 8 o <,'''''f MnDOti C`N Y vl e'ry Tranport. District 36-St. Cloud O . c „ -, R'2' Box 370 �'� c4.`4.1:', e St. Cloud,MN 56302 m:5 o .- he° wpm Mr. Tim Erickson /Greg Chapman phi 682-5980 61•e (� PROPOSED Jones Intercable Intercable Inhk/682-1645 I' MONUMENT - let Ave. NE ,k.Tj1 SIGN Buffalo, MN 55313 -1 ISO Mr. Ralph Bistodeau ph/569-2505 _._.....,._._„_,.,..-'-- -------Y U.S. Communications /x/569-2183 5910 Shingle Creek Parkway ,.......- -..�-__e. -----` Brooklyn Curter.MN 55430 - Z ...m........-......r.....- 1Mr. Cliff Skogstodt phi 441-4900 0 City of Elk River Buliding Official F- --I _' 1 I 13085 Orono Rood J Elk River,MN 55330 Q' -A _'-_ - — C, Z o z LEGEND z cr Q . EXISTING SANITARY SEWER W w ICCm .q CI- 4.44.--401/ � PROPOSED SANITARY SEWER = >iE 0 ------==;;;;;..-z---71-,=;;;;-,..----................-:.;;;;;;= EXISTING WATERMAIN -----".,w.a PROPOSED WATERMAw ^ � comms Y W L,.I fn : .....- .� _,„_ I > EXISTING STORM SEWER J m "' _ -""""'-"---^------ ----- > PROPOSED STROM SEWER m W - --F� I OUTFALL GUTTER J I MODULAR BLOCK RETAINING WALL a. MEC EXISTING UNDERGROUND ELECTRIC LINE I— < EXISTING OVERHEAD ELECTRIC LINE 0 ■ PROPOSED MANHOLE J O PROPSED CATCH BASIN PROPSED HYDRANT $ EXISTING LIGHT POLE SHEET NC- ..„..............-- Me ® EXISTING CATCH BASIN 4/71- / if / J 01 EXISTING GATE VALVE // 6 / Cr /vF I O 1 EXISTING MANHOLE [CC • I .....---------- ...-----" ,___________-:: I...aii .-',.\!,,,-.„t.,,-...1-4:,- .,..,. --- ---- -- i •.------ -. ->iir '--- . ....-- . ,lik - _ --- #00, '" - 4 _....... p' __. i.....7„ � -----, f , ...__ --- `Lim, ......... _ - ,..‹......„,_,.....„....."...,--7;r--:::--- ___-/-- .1,,...„. _- _.....) ...._, }by* e 1 4 4. i // �s l ss ssyn ` q ' �� t• • , _..... row_ ....; ..,...„„1,4\ :,, 01‘.- --NA,,,, 'o, j \\ :-----r.i.__________,-,f.._,,Ni,::o.:..:,,,_ _,:s_nc„,ci, .0„.: . ih, c:.- D / / fi , , / / , lit toot000d 1 ___. rill / A 'r\ '' -'\ - V-- ' j 1 i t 00\ i >_. 0 I,' ,' i Is, „ , a_ •\...gill if' 0 ' .‘ \------ I\ GTO: ;1 i u) „../... 11 \000-1171 '... I VIA IPPIPiiik .- \I co - $ ----" f I-11, .- 1004 _ Irp u_ ----/ 4 lir"\i'eee- Alp°to-i-li","" ‘!----;-`1.-=.- le-'s--------_<--- -7;c:c;'... ,,,,.2.,---- ,--.. digen00.20_,Ittli;\• _,,• ..\.,\,,,,i_I:., i,,,,,-_,_. ___.------ \ --__;.,,,i_.,\_.—------ • .- ...„,,,..,--- •.... ______-_--;.-,-. ..... -- -%_- "f'--� ----fes' f up co z �Q \I \s, v 1 v, 1 \\ •\•,..\\\ :\A , ,, / :., . t \ vi: \i i t \ \ \ \ \ i \ •t..--..:11011/4 1 k 111.- -,../1111111------- _11111., . \ ‘(.7 \ 1 k 1 i 4\ ti \ pki Mi \ , 101.- / N II \ 111 1111111.. �lif N_______. _..... . - _ .,\ t r 1 /i/. t \ , . \--- ,\.\______ ,, :0... 1.>---- li 1111)::434... .„.__ 1 . .. \ ‘ \ \ „- r;. i i,1 H il�ts ,' '., Ah # \ \„.., \\ i r ,..Y.40:VAIIMMIIIIIM•fr.....<3. ..,.. —..\,.....e ‘,:' ...' ... I / ..-1 --- S---- 7--\---N.,..„,„,\\ , \.„,, \ -..._ 1 01 • III is ,• I I, :, i § 4 i isil Q4 Z <'-; A C n B O n 1 II O m cn o 2-ci il 1!g: A 6"/\,,,_ 9, i! ro m SI min A m c� \0.1 m I hereby certify that this plan was DATE: 1/30/97 NODATE DESCRIPTION ^ LOT 3 BLK I HEYING ADDITION John Oliver a Associates, Inc. prepared by me or ander my direct y twit a.e:a.vIne.Land sun/wing.Land Ftanntne supervision and that I am a duly DESIGN BY'. JR 1 2/11/97 SITE LAYOUT, CONTOURS & SPOTS 580 Dodge Avenue Registered Professional Engineer DRAWN BY: TGL ELK RIVER, MN 9 ander the laws of the State of O EUc River, Minnesota Minnesota. CHECKED BY: Jft,JB FOR: (612)441-2072 (FAX)441-5665 _ APPLEBEE'S BAR & GRILL 201 W. Travelers Trac Suite 200 DWG: APP—GRAD.DWG(612)8 4— 45 (FAX) Signed: TEXT. NONE O GRADING AND PAVING PLAN (612)89+-8045 (P41)ea+—ea9 Dote /30/97 Reg. No 19900 FILE No.: 7444.0 • F `! N°. 169 olt• -TAP OONN�.. .' -- i r�.n- 24•x 6 S UT TEE w/ _-- i rw „500 Lr:`"8' DIP a.52- r • /// i WET TAP CON ECTON b 284' x8'SPLIT TEE w/Rsv ' - ,•• 1- -R 933.5533 / 55 LF -• . . 82 N+`••.•„ •6 E 92383 E 924.48 /' �•e•' 13 LF 8'III!C'% \A11111111111113 ;00 11)6 i ,t4111111.1.w MH 105 28 LF 8'PVC \� ��[F / 18 IF 12'RCP .✓1 1.0071 SCR 35•1..., Rqo. CL5••0.50% �i\ 12 LF 8'PVC �' • SDR 26•L007i \, MH 104 Allii) \ 0 • HYDRANT em------- ---- 111111111."- SOR 28 '.Oos 1\ 1„---------,,,,,.0 ----- \SI* -- ., Ilk \ Y .. Orli axi - . . : C A,i \ Adi -- ' '.--...-.'.1 ' . '-e' 63 O 24 12 RCP 12 r�r r I ---- -` � � _r' i x )0a,„„;,!„..„..„....,...,...„..---- a I REPLACE OUTING CASTNO WITH R-3290 W/TYPE C GRATE • 1 Q u) cp z 1-4Q 6 i /.° Al 2 zo O_ Q � V a V N O 0 20 40 60 w ''''1'n N SCALE IN FEET m / \ 6 `71 2 N m o w ,::3- F 20 m \ n � z m I L- m \ m m �' Z Z Y Z \ /�' a w Sa = 3 4 0 0 0 0 0 \ �''I w O T O 6 Oo o CB ro7� \'''. ;0.2., - `0'"En. .........-•Ili STORM SEWER STRUCTURE SCHEDULE 1-bz^ z STRUCTURE No.&sig CASTING RE a FL INVERT U.LV,UE `L r psi? Ra3n MH 101 480 R-32�6-V 925.60 91a.00M.92209NE. 921.OIE.920.E.711� `' n Iliall108 m MN 102 469 R-3246 929 59 925 37N 925 74E 924.SOSE C T o a`a ,;, I'''n o u \ MH 103 480 R-3246 929.68 925,69 2 o a.S•• LOOX MH 10412'RCP 461 R-3246 932.02 926.50 0..",-0 IRi1 = o _no,¢D M in o MH 106 270 R-2503-D 932.08 928.58 ` &3•L411 191 106 24'x36' R-3246 931.63 928.14 R e 0 CB 107 24'x36' R-3246 927.34 923.84 a e0 0i m g pcE (� 108 24'x36' R-3246-Y 925.40 922q e m y q \-t; '' s IE 91860 % ok ghk 1I/4.6 CY CL3 •D ,:,_. a RANDOM RIPRAP W/ 44 ;u TER FABRIC �g a:� .. v ,• PROPOSED •-• I SIGN ` 3 SICN NI N`a OaN !5N OC bM:0_ N4'. 1 7 M901W COVER OVER NATER SERVICE F" _J J Q } -;;;;;;,7.. ....7,;;;;-....71;;;;„,„._, Z M _J La ee LEGEND =- to 0 I _ (n Z 46- EXISTING SANITARY SEWER id D --•`— y PROPOSED SANITARY SEWER W l W W 0 EXISTING WATERMAIN CO W 0 PROPOSED WATERMAINM a W y EXISTING STORM SEWER a Q PROPOSED STROM SEWER I— < Z OUTFALL GUTTER 0 MODULAR BLOCK RETAINING WALL --i '+mac---- UNDERGROUND ELECTRIC LINE CH OVERHEAD ELECTRIC LINE SHEET NO A,/,9 2/0 6 „........„,-"”0 \DRAWINGS\7441IkP-DET1 Thu Jan 30 13: 09: 29 1997 SPANKY • • R 51 2 liP, a i is 6° 0,X10 Ip A It I ♦ �a 1 i , , , i � �/�� 1 /1111 1 dill �.� ie,� g 111.111ik i :1E111 .,. --,. Ili 1 _1:5! /, , %1�111111111N- le rir a F. i I!. 'V °":II i krq.' bONN s I g — 4: 0 \ ,p 1 s I i ' 1 Ig 74 ,r44 ® 1111' L , i i ii . , . ,,,, SF + [IIII • Lk 4 .O r MI 1 1 .141., ,, \ , A, i / eli Ifitvf ',;4, 1 ° ♦ g usTNG CASTING L{—4 NN.4• NA DING 0505 L - •_ -PRECAST 110(50410 IDE Z 1 sECRHRIT OR CQ�i�Eh 1 0 eiii 1 t. H-x�' . wABNOLE BLOCK b 41 F / 01 0 as▪ 7./ (4 ///P MOST OPENINGS T i' AS 6COl3YD w1 "ME _ .. 13 Mt�r•,y WALLS SHALL E CONSTRUCTED -113:_«%-<o irI.1�I RPCTANpE 1H of POSSIBLE T 000 PIP vrEic�+ i 3'-6'X Y-E` .I STEPS ' `H OR R.ME BOTTOM ES OF THE 'll ST Q� j 1006161F NAY BE CONSTRUCTED NOTES < mEaFm BIME wI L CONCETI AD.1b'IBIC RMS.NN.A•4Ax D•MO 8.0641.14 WTUH FINAL ADJUSTMENT. 0 - • 2.CONCRETE BASE SHALL BE 6'004110 IN PLACE ON 5'PRECAST SLAB. B$Ag�l 1 CAST640 —' CT 1. .�I 2• ]' N L > =.- ` I BR• 6'POMO,BAY FON ALL MANHOLES v BALLS TO BE PRECAST LESS THAN N MID. INCREASE MY Zr.IDA t ' 2'PER 6'OF D10W BEYOND IA•. 5' SECTION CP CONCRETE 5'PRECAST BASE SAT BE MED FOM Q MANHOLE BI.IXN. NNOTE& MANHOLE LESS THAN IV DEEP. PRECAST OPENINGSWHEN RANKLE BERTH IS LESS THAN B'OR CASTING IS RECTAMG0AL ARAB I AS REOWED L TOP SNARL BE USED N PEACE 0'THE 0004E ME 3AB SHALL BE SUITABLE FOR 2' AAOHTO HS 20 HIGHWAY LOADINGS. THE SAB SHALL BE ON A 440010 EEA • 0 L1 A.C.P. 1 0MNgS NT4RT SBA,.rE SLCPEO TO PRo•DE swoon.Flow FROM RRET TO QRLLT. Co J m LI 0 IT i 1 NAI MOI.ANTS MAY BE NADE YTTH UNEHT NOH TAN INSIDE MD air. f93\T, 2 5:O Z n i (o-ow S a SNuLOT►STORM SERER MASH=OR CATCH BASIN (0-43) snvoARO STOWN SEwEtt YAIMICE g m o .. V 3.Z Y U Z aa g a¢ O ...Mum MOLES TO BE PEDGC.ED AFTER O P T Punt. INK PLUG 0A 2• - 3-.471-5 1-O 8 CRS _ C T LPER _p£O C IL 2 Ex..BMS IN BOTTOMAl 0 ¢V O C Z I�U ma M N RTCP h W(A o. i1iIi }t' /THBARS TR•oG O~DO BO n .L DECO p! • 'onca� -- mo2 ..o 0 • JOINTS 1� Illieb IIXNRA BM N BENTOE tC7Rt N CO NRH GAB 111 � I. 2 IN BOTTW -', 116 I EXTRA TAR FOR SLABS LARGER TNM 5B•GA IN BOTrcN PO9no OPEEEG Y FROM THE NODE WALL OF THE 511 0CTNE 1 K o OG o � a 4)0. d .r r s I 5a' _ as g c y t)- 0 n maa if t�w S o%S 4: C �,1 6' -it ,,,I., CEPA Qh v i NOTE SLAB SHALL E DESIGNED FOR 005NT0.H.S 20 LIVE LOADS. € q C M E 10 N TOIA 2541 1111110 (R-ro) ETMOAIC RFX.•TAMGUM MANHOLE SUB TOP (D-as. O 4K k'''w`. w a`. Z T `�V 7 1/YR PROPS)-•A1 STOP'fABMC I neo•Wool .• STA4E5•A'0.0.. i D WARMJF i i'E. 2 CROP NT.MAT ] I— -I-I j BACNEir 1 I J El00Md 04009 ,I ' 9AY BO1TIX1 .. N/T•R • I I Q 'L NLS r�1+ 6.OF 0000FARRBAY n I 0 G PROPOSED _ .. QMNDIERT - 1i Z "107 SLLED CE W B• Z M ISBEALBJEMOL Q - (TO E RE PLACED AS DCTED BY THE ENGINEER) W � �CO < W.N. 0624 �BL��y/RyL�j 5000 SEWER HET STRUCTURE yB• RIN6e I Lo co w Y W 0 B J W In r- Al 1 1 az0. ANCHCR WITH 2 STARES TCP art.SAT �I a) W m I I DD PEN BINE awvO+NTo ' ... W -^' Ill TTE CAOUD. 3/8' 3AY 3* 3 LL aw7yRJIElf 3x NAY ON STRAW BALES1/2CL '0• I I- Q BASE 0 TEMPURA.'BATMEN(f BALLS TO PREVENT 2DILENT -• .. .• P J WER MOH ENTERING THE STORMSEMT., I -- I• I TE 8. CA ]E BAVJ 0110100 001E w 7/11-4- SHEET NO. / EROSION CONTROL S.T FENCE 81 C•8.PROTECTION . ., b'TYPE COMPLETE CURB It CUTTER (R-oe)C rte. OF I 0 CASTING A41 EDGE Of YAKS TO MATIN OUTSIDE GC WALK SI 'ILK A-i, COMCRETE ADAISTNG MOS _ A MINA'4A1Lp' • MINA CAHL9IN 4iLuiii1 COIFM 6 ITHAN B'TANOAAA SLAB N PLACC QF ME B 4 11 FOR _AS AO LL SET LOADINGS. . 6-• TXE SLAB O 14S I$ET a A DINGS. dil AR Af! EfPANSIII eED. .TONT WALLS 91TO BE CONSTRUCTED JOIN OF PRE- Q& �I N E SECt RI NTH R-4.TINTS AM I:W ROPE OR - IN1EIUl RU98Oi PIPE BOOTS 1:12 SLCPE WHEN RAMP IS MERE/EMI/UR TO - WIEN PIPES ARE 27'OR LAMM,THE SIDMAN tip BOTTOM OF MANHOLE 9441 BE CON- SERUCNFD OF MANHOLE WOO<OR TEE Z SECTION UNITS AS SPECIFIED. 1'-0•MMYW _ PRAM M SMOOTH NHIE WENT now FROM N9L1LL BE AO EST TO PFD TO AMICKI! OUTLET. A FACTORY KumNTECRAL BASE SECTIDN WITH mein IS 1• 1• REcum ENDED. CIMS OE O 1 I _-_ 6"PINED BASE FOR ILL wwNOLES OUt6 5 GOITER I 0'-0• I Be I IES ELAN M.DEEP.010INCREASE BASE Y PER B'OF DEPTH ffYONO Ii.S"PRE- _ CAST BAS:MAY BE TIED FIR NANNIES • • LESS THAN M.DEEP. SECTtlt1 A-A PEDESTRIAN CURS RAMP (R-I2) STANDARD SANITARY SEWER M** E (5-I) . 0FERATNG MUT pazzu 2-L/2•MGE CONLECION(MM.SS 1-VBILEL0. I SECTION (T-Y2•TILL) 2 ifEI 4-I/Y PUIPER WINECTIOX(IIREAD SZE S-a/10•05.. FIRE HYMAHr ori,4'TDA) .I- !' DOTDFARRAYfpT�(. _ TY.O 2-V2•NOZIlES I ,� ,' CN �� PLUS PIF.PEA NOZaEs W cm:, �• TYPE MTM a4Hs - t uasTL4LaD NOTE& Sdt I. M'BPLIxOFP SECTION • C LIFT HAM OPERATING NOT. /YC v. r (L-VY PINT TO FLAT) OFCOARSE \' 4• 1 TPANT MM.O GRADE. SEMEN OMVEL T4 }:s•� LANAI ♦ DO NOT RUG IRAN HOLES ', MOM TI E SLD ONECI(D• /E !I'"'"'Me )�Jlt. 1 PLUGGED 9EALL CAPINERANTS WHCN ARE EANTED SE gAM+ER PO SPECS U pHYDRANTS SIRE BE GOWNED NM A BUa00 BAC WTI ACCEPTANCE BY THE OTT. 4.. 12-L/4• __ N-I/2 NOTES i aail_ I. ercDBx+rsToBEoli�� ODM ON E416nll = �, 2. HVOwM SHALL BE E • 2-1/4'DIAMETER TE , i" _ g AFTER uSED WIVE WY BE STA WIVE 1 PROVIDE 4'NAL PED r5-1/4• 7-1/B' T/8'HOLES Z PACER TRAFFIC FLANGE HYDRANT HI-H) Q TIPRAL CL • r--- CT)0) 0) c-1 CU Cu O p HANDICAPPED • CD R>So V LI CLIIOL 1 J- PF.RI<ING LL rel 4 10:1 EL SIDEWALK Cu I— W NON 51550 O I a1.--105:1JNf O CRAOE M rpICNETE 0 4 i1y.I_I:-..7:'.., Illi III1-1 11L —1I szr ( / CURB co CD Z ,n? 16 H � IWpCAP SW MSTNLATION POND GRADING Q • Q CI 91' 11 < $rKOm117 � , �... A6Ai� �gFc �"Jgg5 111:111- - � i43� � 1111111111"111110: r�r7 �� ®® sg r�1 '::: g >o :::: �����Jr�����p�����r;���%r�rr�;��pr!�rr���rrr���:�`i oris. '•�'1`-` Q 11 0000 ) iPI \ ' Pills i. R Fn S Cl 5E o A{ Oriri7ipri�O�i iJi����r�r����r�rr�6�i����'9�'� r�O�� Q S PT 63 o� �r�r��r,iW�.jilc.�i�bi�j�yOr`4`r�rrO1 r�rrJ�8 iii RU gU g9 Q9µ ply r my _. , € lig 1 a f $F Ti� I r 'A SPE ENBEDNENT I 1 ' t (0 - ;* qI II ;r11=. VHl'.- • m4g C ■e 6 1 em p j'• VI AA lil 11 N N, ,----116, ‘.. ,,_ _J.:. o li , ;14 s ............. 0�l=. e N ag iiIii es.s V .; 0 I__ I hereby certify that this plan was DATE: 1/30/97 REV DATE DESCRIPTION 9\00 LOT 3 BLK I HEYING ADDITION John Oliver a Associates, Inc. prepared by me ar under my direct JR — N0. ca,u s„pa...tny,t..w s,..,,.rx.s,and vw,.,.t„e supervision and that I qm a duly DESIGN BY: 1 2/11/97 PED. RAMP TYPE ELK RIVER, MN 580 Dodge Avenue Registered Professional Engineer DRAWN By, TOL Mb River, Minnesota under the lane of the State of C 2 FOR: (612)441-2072 (FAX)441-6666 Minnesota. CHECKED BY: JR,JB _ APPLEBEE'S BAR & GRILL 201 A. Trawlers Trait, suit.200 owc: APP-DET2.Dwc Q\ (B,,vide, MN 66337 46 (FAX)884-3049 Signed: TEXT: NONE DETAILS Dote: 1/31/97 Reg. No. 19900 FILE NO.: 7444.0 PLANT LEGEND KEY GUAM. COMMON/BOTANICAL SIZE ROOT WORKS BHS 5 5IACK HHLLS SPRUCE/ 5' BAD FLU FORM PICEA QLAUCA OENSATA HT. TO GRADE AP 3 AUSTRIAN PINE/ 5' 81B FLIl FORM P OKE NIGRA HT. TO GRADE • RB 6 RIVER BRCH/ B ETLLA NIGRA 2' BAD STRAMNT CAL LEADER SKL 6 SKWNE HONEY LOCUST/ 2 B&B STRAIGHT G..EDITSIA TRICAI/1140S CAL LEADER NOUS SKLINE RTDW 40 REDTWKiGED DOGWOOD/ 24' CONT. MNL 5 CANES CORNUS SQA AT 24' 8ALEYI SS 5 SPRING SNOW CRABAPPLE/ i' CONT. STRAIGHT MALUS'SPRING SNOW' CAL LEADER PLSC 6 mow LEAF SAND 24' CONT. MN.5 CNS .-i zoiERRy_ /- AT 24' X casTENA GFS 13 GOLD FLAME SPRIS' cow. MIN.5 ONES (ri SPRACH JAPONICA X AT 15' r.-, &JMALDA'GOLD FLAME' a--' JTL 4 JAPANESE TREE LJIAC/ I' DONT. STRAIGHT SYRNGA AMMEW S JAPONICA CAL LEADER {� AM 3 NKR MAPLE/ r CONACER GI C CAL. T LEADER �, ,• .LNPE5' GAL. * :. • ` ��., ' HJ 32 HUGHES JUMPER/ 2 CONT. 'HUGHE' HORIZONTALS PCB 40 MEN PIGMY BARBERRY/ I CONT. --`. `!.y BERME THIA•ERGI GAL tR1111SON PYGMY' �,O f ' 9H 20 BUSH SHO HONEYSUCKLE/ 1 CONT. �,kik,.- ' — / \ i'''''"""1----, `fes ?f� _fiC f — �►j� ....... ._•._...000.1. .*or, ---- ,....----,,,,.._ __ ,--- er-- \v,...---....„-,....._ ...... . ___ , , -‘\.\ . , c • ___ __ „..,/ ._ . _ • , .._ ______ __ ___ • \ • ,i,..- „___ ........ ........_-,....._ ........--- _...„,„. 2 -.1•:„g"'lz..................................._ ,.....• ,.........„ ...,t _ ;I.- ........................ .- _____-- . _— ) 1 \ ____ ...fay ._ ______ • 1000 ..., --- ••\ ..... • \ `,1, tAW-' G05-Vs • °V110 1 • z \ , S \ 'A\ n / : kil : \ 2 ,, /r o \ •• •• • i•• • /, • • • • /" w N \ V' . et* O i,' • eyi orO SS /A CU lam' / " ...\'''''''''''''....7..,... ...,.....----'''' ..,..„..."-::: - ...- '0 i / / z. a Cn 3 - FRE.-. ---�� CC r'cl • —^"e0ii•--- s g< 0 20 40 60 0 -t re SCALE IN FEET N 0 m Z O GENERAL NOTES 8 Materials -� W I. At overstory trees shall hove a minimum caliper of 2.0 inches,Balled& r ,- Burlap(B&B). "" 3.-}.-/ 2. All ornamental or understory trees shall have a minimum caliper of 1.0 t, f�ki inches,Balled A Burlap. f�,,.r^�'� 'i 3. All coniferous trees shall have a minimum planting height of 5 feet, Bailed Sc Burlap. 0 / KZ / 4. Coniferous shrubbery shall be the following minimum sizes. �' ....• a. Spreadng- 3 gallon,potted. b. Medium- 5 gallon,potted. c. Upright-3.5 to 4 feet,Bated&Burlap. 3 Co m 0-A dW o ^, 5. Deciduous shrubbery shall be the following minimum sizes: n ti tia a. Dwarf- 3 gallon,potted. \ Z n b. Medium-5 gallon.potted. I - }}a c. Tat -24 to 30 inches,potted. } m m` rf 6. Al mulch used around planting beds should be rock unless shrubs being- Z Z z Z VC'`• used in the bed produce new plants through the roots Flower beds are O 3 W lj al 6` 5'5 not required to have rock mulch. Edging shall be used around all ef 0 E V g ta 4 cc s gcfacj planting beds and shrub plantings 1.O5 u 7. Ai open areas of o site not occupied by building,parking,walkways,or 3,5..,� m storage areas shall be sodded or Install other approved ground cover. o°o m Exception to this is undekurbed areas containing natural vegetation o• o c which con be maintained free of foreign and/or noxious weeds n £ o Z ca c awN 8. AI sodded or landscaped areas shall be irrigated with automatic "-5-cr u __ underground irrigation,except sites which are zoned Industrial. r oy n" ce `o /' Irrigation System shall be designed by installer. Shop drawings shallE9 0 \ ......•'• -'t be supplied to the engineer for review prior to installation. m Tpa Uel \ \ '/ 9. Al landscape material shall be guaranteed for a period of one year. 'a This guarantee Is to insure for proper installation and subsequent 2111; o -o ' vigorous growth of the landscape elements. `E a,In' C o C rri.40 ccgk.ii Vt 0 _i• f' ID. Al landscape material shall be installed and maintained as per Minnesota Nurseryman Association Standards,latest edition. The landscape material shop be nursery quality stock. t I c .. ��"z. vrl fJ,. II. Backlit for plant materiel shop consist of topsoil(free from lumps, e 0 twigs and rocks),peat moss and fertilizer applicable to species. �S at m • r 1t 12. Plant material shall be planted os per the planting details. 4 I y V r. 13. If anyyr^on ! o' plant species is unovaRable or in the opinion of the nurser 0 � -��b r r, a substitution would be more applicable(due to soil type or location), oto 1. a-ppp Sq 4 Os "! :, the engineer shall be contacted prior to acceptance of the substitution. 7 V` .3 t?3 4. Spacing between plant material shall be industry standard. Plants are 7a FSFSK z�. .�r'i�' shown at approximate full growth diameter. ▪ Ne�t y _q �`. ,li. t.- it_ t.:I,- c. �_ t-ice bq oC:e �S v Q roto oam PR ,�_•, S pOS- ff ,� A NOTE: 0� '" • ��I. DECIDUOUS TREE - PRUNE BACK , > t:?y'• ���`�;� I/4" WITH ANTIDESICCENT _ CONIFER TREE- GROUND LINE r, ;'; 1' TO BE SAME AS EXISTING AT r jam" THE NURSERY PROPOSED `, Z • MONUMENT , �� SIGN Z J 4116111q — ..- "'---..-_'--`--.•--^'-`-___•-^_ 3 GUY WIRES OF 10 GA. HARE 0 0 Z 120 DEGREES APART Q Q .sr.."+^r°e _ __{'__•.: .. �.... TURNBUCKLE Z FOLD BACK BURLAP FROM ^ TOP OF BALL 45" _ > 0 AVEm Q CL t ---------•-__ _ IX 3 __J CO Z t'r\ / 24"x2"x2" STAKE DRIVEN L J < FLUSH WITH GRADE CO J J 6"MIN. , hr) a. I '.k. <y.7..f,.. r'' CL CL 1-_•'.'^'------------.............�...... ..• 12" F- < MIN. 0 -.•-..•--- _.J...-^^••-••-'""--•------ --.--- LOOSENED SUBSOIL '—TWICE BALL DIA.— J •---^^^----------...-_.-_,..._.__,„,..,-__. • ) I TREE PLANTING DETAIL c `l� SHEET NO. �; 9/ 10 • ■ o CD, 4WM ,.///J////l/J//////J//.///J////,/J/,./,/J,/111 0 N 41 ' ,T, LD JI - LECHANICAL-i./ L I ¢'. c. a DISH AS N■QJ - i 0-E1 maxi1.—., F" I 1 7 ill "ii tz, 9 r „ = II :mi ; l' --w] ii © ty' ..: .2. .0, 1 I ,:r, /, sr GEkii FOOD ' ► � JI■■Ps irk r 411) � „• e IR • 1 ,c,.......,..,.........„....„,„„..._,,,,,,,,,,,,,, _aiiiiiii STORAGE0 I C Lid 1111111111111111(2- 0 ii r 3. m �� '1111_ iiia ' rl Aiig ® [I_ = I , C:0m ,, RECEIVING J in r. r. -, m ■■ I ` I ` \IPA UU 000-'411111114! 0 _ NW ,,,, • ,,,,......., i , 1 - • 1 0 e RI 11 3 11 0 e/ OFFICE i i , 410 , \N L L1QUOR R �{� ::4 ,N. 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CoLum.- ,as 432,6 FAX(614)2212484 Ne ..- ELK RIVER, MINNESOTA • 0 0 r immiimi -.- o © m A ®/_=3' ° -00-116.-ø" ................... IQ MASONRY IIII'JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIgII1111111111111111111111111111111111d1111111111111111111111111111111111111M1111111111111?11111111111111111111111111111111111111111111 •• O @& ;allllllllll 111 . . . . , , , , , ii/sp.+'.......R.Yl IP uuur ,.`J 1.eW.AA...-7.+ 1 -V I 1111676�eia,®u.:uuo.� '_IINRRRI © _' _::::::-:-=-7.7=m4 == KEYED NOTES a t 1 GALVANIZED FETAL CAP,PANT FPIIBi 2 SOLDIER cawE aro COISmELLED ROSLOIX CO. ES e- X 2 TO BE FACE BRICK REFER TO WALL SECTIONB g, 4 NAM AND FRAME,REFER TO DETAIL BDS-11 L i il I.INSULATED CLEAR GLASS AND STOIEFRCNT Q WIMOLW FRAMING OS soLormRCULCC COURSE,BECORBELLED ROIILODE AND 0) ROLLOOC SNCL i0 BE FACE BRICK R, CU 6 DONE LIGHTS.SEE SHEET E5(PANT WSW) 7 GALVANIZED i'xi'DOINSPOUT(PANT FNIBH)SEOJE (' © DONEPOUT TO WALL 1.1124 A(INPUT CF 3 BRAO�TE. ;^ 1 0 FACE EN CE 1 ACME BLEND.30,MODULAR AZE AL, ��.I 116.-8"� 0 FACE BRICK R.MCNTICELLO SLeES 93-700,STANDARD SIZE W IIIIIIIIIIIIIIIIIIIIIIII-----MASONRY GALVANIZED SFW METAL GONTERFLASHMG-PANT. 0 DOOR NO FRAME.PANT FINISµ Q 0 ® REFER TO ST ANoAFDO DETAILTHROUGH5805-12 ANDARAPET 5 6L, co /1 .L. ,..-,....-_ ® LTE OF ROOF DECK SHOWN DASHED, � 0 4 MIN FLOOR LIE- (� _---- P CENTERLrE OF WIDOW AND Nos 0) —_—• § 45 DORNO JOM M FACE BRIDC �' i 1 III=-7111=40i MI�_ 4D ETCHED GLASS PER SPECIFICATION 0 CUT BRASS ADORE08 WI ERB I EPEC MOM DA- g Milli Illth. a.: AFF MMMM ■ .,,,,,111119 OPERATING FKUIE SIfeL PR?/IDED BY OVER ■o■■ 11111111111111111111111111111111111• FONTERA BYCLNTRACTOR -cP-TTn FoorER AND FawaTlw WALL a .1 MMNM IIIIIGREEN 21 NEON PATTERS WALL SIGN,I-C'UDE x i'-r t {a Nae s'CP-�� MOLL PROVIDED BY OWER NSTALLED BT CONTRACTOR op,.IS�yg'a EINE SAND ®RADEYNY MOINIED PEON CHNrEL Lent, Ia'HIGSi €€14.&lit $ MAPITALIM PROVIDED BY 02ER METALLED BY 11°S eF I's' I !!LIllliilllllllllll 100' 0" RlS CC ACC1OR 1111.1 11 . 61 ____ Ai III) SLAB / i 11`lsl i i',Ii F IliiIIIIII!IIIllhI•IIIIIIIIIIIIm t ak! `o D 0 COLOR KEY sfori� li',�vi-l' BASE FTG. A RIVERBOAT .: 65,1i5else_; Fr: 65,1i else SS. TREAT EDGE WITH BINDING MATERIAL 0 (SENT COLOR cr.-now - COLCRE AAE"COASTLME PLUS' -,_,-J=__ t, W DARC BRONZE — -- Z C ALUMNI/1 FNINI MATCH WINDOW FRAMES) I^J a ga , ...... = --------- IIN 16-8" _..-_. �FiYYYWznasmaeminaln OelWffe---leW- ,1 mounimacommis nL MP 4_�5���\RV2SVJ7r�Jl�R=J��'•__ 1GIJ��JL i\RQ•J��W�Y-�A17r - - GI T----------------------------1111--'---.--- 1111-- ;--------1111-- i. DDIIIIIIIINIt• 1111--_=-_--- _ __ -----------___ __ _-- -- 11_11_ -__ ------ / --_-___ _ -------------- -- 0 --- -- -1111--1111------_- -------.7.-: ------------- - -=-=-311-- // Wt. - parais ruste- --1111--�Jfsr 1111 _ _ 'Gum 1111-- ----------1111-• ------_ 'Gum i Jill _____1_1 MYL —11_ \ 11-- —_ • •a•0 4• iill7i�iii'i inn _1111--1111–_1_111_ TOP SLAB !�.��1 -- --_-- .aaemss• _ M1—.1 \ .Zsi'GSG Ririe 10 0 mn o d 0 m A m o o AI 96'-0" __________�_ BASE FTG. A8AQ-O♦ REAR ELEVATION - SECTION THOUGH TRASH ENCLOSURE -01 1 =7"7/7"4 = 1-0 1 li-i-Y: A -__-_=______== m m m T. 1 0 0 �116'_8" _ '• - MASONRY----1111-� a _ 88'1 8�9e[i$_ _` • _ '1-IRAIYYY eYYIY-YYYYi �• �� -_ ---_-_-, _- 111__1 --� lYYllllYlle DM YlllntrJnR - ----- O ---------� --1ff_s_===ra -1111-- 11/111 1111 �_IIIIIIIIIIII • ,WYYYYYYYI ag --__—_--------- -------_ 9 o =___– \ --- ==—=====r– _ = _ 2211_ =---=----7--7.---=--------------70___ b 1111-• \ •1221 ----- 1111 - 1111- 1111 - . / 2222_. 2222_ – •� asusainimiumiii -n --- - 1111– - _ _ _1111–• - - - m �ke.illlh-aii�r-a.---- k" �it�alitk tiV - / - annnlra--lea- 99-4 __-- ' alp — 5 - llls;,lnralllllifam hall!, TOP SLAB _- - -- \ �lr�llwNWsa--- ... I,- CO Io ° mA bd ° me bd d (Cr — -9696-0 ----- _-- BASE FTG. Q REAR ELEVATION A8-O� SCALE:1/4" = 1'-0" D co 3 clic.... 116'-8" 4 IF MASONRY — — — — i 'an - n-1 lllllllllllln� 0 W YYOYYOYYOYO. _._....-_--_._' 212 1000OOOOOLid. _ - --_ -- =– I6 IOOOLIYOC:Irdi.GCOYOOIIOII�� D---N---- - r .– ellellnllllnlllleReea�la�ellllanllsr– . . 0 �• m� 1111 , , , r . — &1‘ -4" mnisasooas� .` ' ' MASONRY as - - , - = ++e +�••�T=.�.+ ..?.v „'*•�f- lade ea = I -1100.EMOOMMO En u N n e m I n n n e um a ea n n mi ilL4 i 1 a nal au nava v a wain n di ma n1 I IC I I N II II MEN fief IIIII_=__ 22__----,Z=12 2222= -- –r__ 1=_UTNE=___: _ ___�_ _ -----:ems• cy -_ 1112_. =�r-�.�. --- _---__� TOP SLAB - --I--- ------ --- 01111 iI 410 0 MASONRY LEFT SIDE ELEVATION A8-03 SCALE:1/4" = 1•-0" A g' /9 / i ", I or • t -'.1.1.1.1.1.1.1.1aa.11111'I,III --111' ,------- ilill :- . ;1 ' I' --_+1 111111111'— IIIIIililililrlil- _r 1 LL ;111-_ d�s� Illhlllll- - t- I1I1I;; I- �Mw� I I I I I•i1ili--a._ -1 n■ ca�1 dill I 'r u r,I�MMEP ■1111I1,111I11111 1 11111;-,.` - -II/I (--):1 I - i i ; D� 111i11111111111i11 11111 ,; - I limi1i1�1�1� piilililllilillbly r I n \ II 11111.1' _- -I-- 1. 1 -- i II111I111111111111111I11i11,'1111il - ;'r ;IIIII; II Ed 1 i © 111 1111 I I I I I III 11 f-.f A LI.1 11111 111 I!111:.1.1. 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' 1 I1 ER:1i11111111I111illil111 I I ' h '1'I'1'I'1'I 11 11'1i111IIr1Ililllil -- iiiiiiiiiiiiiilililililililililiiiliii +J, Iililililililililililililili1i11111i1 f. ililiiiiiiiiiiiliiililiilir111leiiii I 11111111111111 1111-. --- _ IIIIIIilIlI111Il1111111 AIii11111111 -_i ililiiliiirlriiiilliillllilil1111ii111 f:-'.I © IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11IIi f ` III111IIIi111i11111ilililiirirlililial i=-1•. ililililililililililililililililililili �f_; i eeE1e®e® ®A�00 O m 11 1iIIII11I1Ii1Ii1IIIIIIIlii1Ii111Iiillll i:- a > ;r E F °IIp1111I111IIIIIIkliWilI ' Ii! _I D D > o �< < it' ' o v o < O .1.1.1.1.1.1.1.1.1 P of I 3�° r �� �p Q �� �� � � � � tim 111 , r _� ' p1� qR am 36 g ■.Illeec. ; -4 ggll 11 .. 111iF�llllliL1!6111 1=-4. 1 g �� ��' P 4011 o O ��v m Ia a rippt, F ik1s8 .,„ „ 0 p . , ; —i rrl C i NO T. m S i � e , t� Q CI %° l Og g r it YIw � i zona y "'TO' 4, 1 �, s F .� gg v w i N iV QQ m. 0161 :,- Qc),. Si /� F° r Y( !.Th-----/-s''''''''''''.. ill,1111 II --- 111 1� III II Jill�;����jlj e s, ..-7-=-=:.------ Wolfgang Doerschlag Architect 5 M 1111 ui.1���4111.111111lllilbulllil IIiiuii IIIIIIII Illu1l1 I1mmmill , CCMFRUCTION/PROPEOre OF GOMIET MT., ,' P: eeo I 4GJ.N ave.e Pit(ex) 22 O84O y ,. COLU.BU&PPO 43216 FAX(6H)221-2484 Neighborhood Grill&Bar EXTERIOR ELEVATIONS ELK RIVER, MINNESOTA • • / 13'-0' / I____._..------TIE BARS `O 1 PLAN VIEW 3'-7' / TOP OF STEM. PMS 348 GREEN EMERALD GREEN NEON w/ CLEAR PLE STEM. PMS 360 GREEN TOP OF LEAF, PMS 360 GREEN BOTTOM OF LEAF. PMS 348 GREEN 7� 1 CLEAR RED NEON w/ PLEX FACES - BACK OF APPLE ON OPPOSITE SIDE � ��M •'` (PAINT INSIDE CHANNEL 'EGGSHELL // ` APPLE RETURN - BLACK BLACK TRIM RETURN BORDER AND HIGHLITE EGGSHELL WHITE �t ( FORMED CLEAR PLEXIGLASS FACE w/ BACKGROUND. PMS 553 GREEN f-1 /i--- I I \\ T �' I BORDER EGGS'. ' 0 - -. • ,--.. 10 RETURN BLACi I I I i ' o` CONCEAL I CLEAR RED NE SWITCH TRIMCAP• BLAI EMERALD GREE TRIMCAP FINI: . appI I (PAINT INSIDE \''',77 I I F.C.O. 250 AL _ 11��r1 �E>•�^EI•R wCD (ADJUSTED TE ^' _I ''T am ®TO A f® abT®_ �-Irgi: Eft DT° STUD MOUNTS: �/ ��� I I BRICK BASE m I l I l I III I i I [[ 11 7 13 I l I I l I I I (IF DARK BRIT \ 111 u1L I 1 ii14 [ IL1i T dlu IaIL I I 1 1N u,1 114 ulk 114 111 LETTERS IN E I I / 11'-0' 11'-0'/ r----POLE I AS REQUIRED LArl L— AREA FROST I— I I I II I I I L j L J C_ _1_1___ 3 i WELDED ANGLES J FRONT ELEVATION - D/F MONUMENT SCALE, 3/4'=1'-0' ! Jr') , . NOTE: CAMERA READY ARTWORK REQUIRED PRIOR TO MANUFACTURING 1 ":"/ • NOTE: FOR NEON SPECIFICATIONS AND CONSTRUCTION DETAIL, REFER TO SHEET 3 OF 8. NOTE: ALL NEON CHANNELS AND INDIVIDUAL CHANNEL LETTERS MUST HAVE WEEP HOLES. X FACE it rr CLEAR / TIE BAR SHITE') RED FILM PMS 200 _ APPLE FACES ILLUMINATED WITH NEON GRIDWORK AS REQUIRED FOR EVEN LIGHT DISTRIBUTION • \ I I I I SELL WHITE / I i —J L IN LETTERS w/ CLEAR PLEX FACES FILLER. PMS 553 GREEN NEON BORDER w/ CLEAR PLEX FACES ED BLACK RETURN BLACK CHANNEL 'EGGSHELL WHITE') MINUM LETTERS - 8' HIGH ` I I II ALUMINUM REVEAL FINISHED BLACK BASE SIZE) AND FINISHED PMS 553 GREEN I 1 I ( I 8' HIGH LETTERS (BOTH SIDES) • I II I I) I I HIGHLIGHT ' GSHELL WHITE) 4/,INA l 1 I I I I atVall I I INE I Y• I ., _ I _ Nelghbohood Grfl&Ba' J Woo Ile*an.on,Ooos,noroes,moown we* is eponym"owl vows mows,ViorrOOnl.- L J M donor._nn •f w r moons:: �;w OnClowiii: .mormanows. END VIEW =^ -1 DC mom no ' MUMS,.1o,.1e.l SGN 8 DEC. 1. 1993 • ..! a#7. 4z