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4.1 & 4.2 PCSR 01-14-2014 ilk Request for Action River To Item Number Planning Commission 4.1 &4.2 Agenda Section Meeting Date Prepared by Planning Commission January 14, 2014 Zack Carlton,Planner I Item Description Reviewed by Request by Cornerstone for Conditional Use Permit Jeremy Barnhart,Deputy Director CODD for new/used vehicle sales in C3 zoning district; Reviewed by and Request by Cornerstone for Preliminary Plat Chris Leeseberg,Park Planner-Planner approval of Jabez 2nd Addition Case No. V 14-01 &P 14-01 Action Requested Recommend,by motion, Conditional Use Permit approval with the following conditions. 1. As a Conditional Use Permit (CUP) is not a building permit, the applicant must apply for and receive approval of all required permits. 2. Address all comments from staff in the comment letter dated December 18, 2013, before the CUP is issued. 3. Address all staff comments regarding stormwater management, ensuring the project meets the latest requirements for treatment and retention. 4. Service and overhead shall be of a similar color to the precast concrete panels. 5. Cornerstone Auto agrees to maintain"170th Lane" until the road is extended to 170th Court in Natures Edge Business Park. 6. The property shall be platted, and recorded,prior to the release of the building permit. Recommend,by motion, approval of the Preliminary Plat for Jabez 2nd Addition. 1. Access restriction shall be placed along Highway 10 and 171st. 2. Development agreement shall be signed outlining costs and responsibilities to the satisfaction of the City Attorney. 3. The subdivision drawings shall be submitted to the City in an electronic format (.dwg file) as required by City Ordinance and land use application. Background/Discussion The applicant is requesting Preliminary Plat and Conditional Use Permit (CUP) approval to combine four lots into two and develop one as an auto dealership. The property is zoned C3, Highway Commercial, and automobile sales is listed as a conditional use,requiring the CUP. The applicant proposes two lots, an auto dealership on the western parcel, and an outlot which includes a large wetland area with no future development plans. Plat improvements include a new city street to provide access to the dealership, access to the property south of the dealership and a future connection to Natures Edge Business Park. Staff will assign a street name to the new street and an address to the subject property. E R E A NATURE City code requires the road to end in a cul-de-sac. However, the applicant states that they need the additional space a cul-de-sac would use for stormwater treatment and as result agree to maintain the road. The city reserves the right to use the proposed parking lot for turning around emergency and maintenance vehicles. Right-of-way will be dedicated to the city,but the city will not accept it as a city street until the road is connected to 170th Court in Natures Edge Business Park. The plat does not include access to Highway 10. The project will be served by city sewer and water. Stormwater will be controlled on site per the city's permit requirements. The CUP would allow for the sale of new and used automobiles on the site. Development includes a 16,242 square foot building and includes uses as a showroom and service area.The applicant expects employment to begin with 23 employees and grow to 40 employees as business demands. Analysis Plat The preliminary plat creates two lots, one buildable and one outlot. There is additional right-of-way for a new city street. Outlot A is mostly wetland. The buildable lot,Lot 1 Block 1,will contain the car dealership. • The new city street, "170th Lane", connects to 171st Ave NW directly across from the driveway to Cornerstone Ford. The proposed street services the car dealership and provides a future connection to Natures Edge Business Park. The road alignment is consistent with the Focused Area Study. The Board of Adjustment is considering a variance from the lot size. If this variance is not approved,it is appropriate to recommend denial of the subsequent applications (Plat and CUP) because the variance was denied. Site Plan The dealership is located on the western parcel with frontage on Highway 10 and 171st Ave. The dealership facility is located near the center of the buildable lot, and surface parking comprises the majority of the remaining area.Access to the site is from two driveways off of"170th Lane". There is no access to Highway 10 or 171st Ave. There is also a driveway connecting to the Ebner's property at the proposed terminus of 170th Lane. The driveway will provide vehicular access for the Ebner's and is largely constructed on property owned by the Ebner's. Parking includes 203 parking stalls,where 115 stalls are dedicated to vehicle sales, 40 stalls are dedicated to employee parking, 30 stalls are dedicated to customer parking, and 18 stalls are dedicated to vehicle service. Proposed parking meets all city requirements. City ordinance requires one (1) landscaped parking lot island per 15 parking stalls,requiring a total of 14 landscaped islands for the project,which the site plan meets. The trash enclosure is located south of the building and within the parking lot. The trash enclosure meets all requirements. Grading and Drainage Site grading directs runoff from the parking lot and building to the north and south sides of the parking lot. Along the north and south parking lot edges the B612 curbing is replaced with ribbon curb allowing N:\Departments\Community Development\Planning\Case Files\P\P 14-01 Jabez 2nd\P 14-01 SR Jabez 2nd 01-14-2014.docx water to flow into infiltration trenches. Excess water from the infiltration trenches flows into a storm sewer system that directs water to two bio-retention ponds east of the proposed 170th Lane on Outlot A. Staff had a number of comments to the applicant in the letter dated December 19, 2013, regarding stormwater and drainage that must be addressed before issuing the CUP. This requirement is included as a condition for approval. Building and Architecture The facility will be constructed of store front glass, architectural metal panels, and precast concrete panels. The glass and metal are used on the west and north elevations to encompass the showroom, facing Highway 10, and 171st Ave. The precast panels are primarily used on the east and south facades, facing the Ebner's and"170th Lane". Horizontal reveals on the precast panels match the architectural metal panels on the front of the building,providing a consistent building design. Exterior walls are proposed to be 26 feet in height and extend four feet above the roof of the building. The mechanical equipment will be placed in the center of the roof, and the applicant anticipates the four foot parapet will adequately screen the units from the street. Staff has asked for section/elevations showing the location of the mechanical units, and line of sight drawings to verify the screening. These should be provided prior to the building permit being issued. Proposed exterior finishes comply with city ordinances. Landscaping and Lighting The landscape plan includes 23 overstory trees, 13 ornamental trees, and 13 evergreen trees. Prairie grass is used as a ground cover in areas near the infiltration trenches, along the north and south property lines, and sod is used as a groundcover on the remaining areas. Newly landscaped areas include drip irrigation. The lighting plan includes 25 light poles equipped with LED lights. Landscape and photometric plans meet applicable city ordinances. Signage Plans include one 24 foot high freestanding sign at 55 square feet in sign area, and four separate wall signs.All signage meets the recently adopted sign ordinance. A sign permit is required for each sign. Applicable Regulations Subdivision These findings are necessary for approval of the preliminary plat and the final plat: 1. The proposed subdivision is consistent with the:zoning regulations(article VI of this chapter) and conforms in all respects with all requirements of this Code, including the zoning regulations and this article. 2. The proposed subdivision is consistent with all applicable general and specialized city, coun y, and regional plans, including but not limited to, the ci y's comprehensive development plan. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibiliy to erosion and siltation, susceptibility to flooding and drainage are suitable for the type and density of development and uses contemplated. 4. The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services,facilities and improvements otherwise required in this article. 5. The proposed subdivision will not cause substantial environmental damage. 6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. N:\Departments\Community Development\Planning\Case Files\P\P 14-01 Jabez 2nd\P 14-01 SR Jabez 2nd 01-14-2014.docx 7. The proposed subdivision will not have an undue and adverse impact on the reasonable development of neighboring land. 8. The proposed subdivision is not premature.A subdivision is premature if any of the following exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. c. Lack of adequate sanitary sewer systems. d. Lack of adequate off-site public improvements or support systems. The proposed subdivision includes a lot that does not comply with the minimum lot size for the C3 zoning district. The applicant has applied for a variance for the non-conforming lot. Conditional Use Permit The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location: 1. Will not endanger, injure or detrimentally affect the use and enjoyment of otherpropery in the immediate vicinity or the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the ciy. 2. Will be consistent with the comprehensive plan. 3. Will not impede the normal and orderly development and improvement of surrounding vacantpropery. 4. Will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems,parks and schools;and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. 5. Will not involve uses, activities,processes, materials, equipment and conditions of operation that will be detrimental to any persons orpropery because of excessive traffic, noise, smoke,fumes,glare, odors, dust or vibrations. 6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. 7. Will fully comply with all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the ciy. Staff prepared a number of comments to be addressed in the comment letter dated December 19, 2013, and has included the satisfaction of these comments as a condition for approval. Financial Impact None Attachments • Location Map • Applicant Narrative dated November 25, 2013 • Site Plans dated November 18, 2013 • Architectural Plans dated November 27,2013 • Comment Letter dated December 19, 2013 N:\Departments\Community Development\Planning\Case Files\P\P 14-01 Jabez 2nd\P 14-01 SR Jabez 2nd 01-14-2014.docx ,Y Iti BAIL le s NORT TAR w ORRID�R e �? TRAIN �C e v STATION �<) ��� LEFEBDD �P Isslp ■ DONCOND A �S Mlss D JE 0 sE `, , 0 RI 171st AVE ./I% o C1-1°-'1./L E s AD /4. ��oth �r ➢ . 70th AVE 7 OthCHi' - 0 ogg ii* MIT CD gglr I MTI O 1\ MI • • I (1) C LA ADD c Lir' ,fflEF - . ti)'lkt, Case Number: CU, P&V 14-01 Location Map Cornerstone Auto- Kia T River NOV CEIVED 272013 1 ' Auto ReSOUrce MEMORANDUM To: Mayor, City Council and Planning Commissioners From: Stephen Rohlf, Cornerstone Auto Resource Date: November 25, 2013 Subject: Preliminary & Final Plat, Conditional Use Permit and Variance Request - Cornerstone Auto Resource Overview Cornerstone Auto is proposing a new KIA dealership in the southeast corner of the intersection of US Trunk Highway 10 and 171st Avenue. The proposed building will be used for new and used auto sales,parts sales and vehicle repair. Requested Actions Preliminary and Final Nat—Jabez Second Addition Cornerstone Auto is requesting approval of a preliminary and final plat for the property. The subject property currently has a metes and bounds legal description. In order to obtain a building permit the property is required to be platted. The plat consists of two lots. One lot contains the proposed dealership(Lot 1,Block 1)and the second is a natural wetland(Outlot A). Because a city street will separate these two pieces of land they can't be in the same lot. Lot 1, Block 1 is the only buildable lot and it meets all dimensional regulations. As part of this plat we are required to build a city street to serve as access to properties to the south of our project. The City's Ordinance requires that we construct a temporary cul-de-sac at the end of this street. This cul-de-sac would take up space that is needed for addition storm water treatment. In lieu of the cul-de-sac, we have agreed to maintain this road. Right-of way will be dedicated to the City as part of the plat,but the City will not accept it as a city street until future development connects this road to another one further south. Variance Our neighbors to the south are Ron and Norma Ebner. The Ebners own the parcel labeled"A" on Figure 1. This parcel is a non-conforming lot of record because it is under sized for the C-3 Highway Commercial Zoning District. Cornerstone Auto plans on purchasing the portion of parcel "A"that is labeled"B"on Figure 1 and add it to our site; resulting in a new parcel label"E". What remains of parcel "A", labeled "C"on Figure 1, will be attached to another non-conforming lot of record owned by Ebners labeled parcel"F". The new Ebner lot is labeled"G" on Figure 1. Parcel"G"is .95 acres,the minimum lot size in the Highway Commercial Zoning District is one acre; therefore in cooperation with the Ebners,we are requesting a variance on the size of this lot. Criteria for granting a variance: 1) The variance is in harmony with the general purpose and intent of the ordinance. Our request eliminates one non-conforming lot and greatly lessens the non-conformity of a second lot. The request is in harmony with the general purpose and intent of the ordinance. 2) The variance is consistent with the City of Elk River comprehensive plan. The variance,if granted,will not alter the use of the property and it will remain consistent with the City's Comprehensive Plan. 3) The petitioner proposes to use the property in a reasonable manner not permitted by the zoning ordinance. The remaining Ebner lot is undeveloped at this time,but it will basically be sized appropriately for Highway Commercial uses, which is a reasonable use of the property. 4) The plight of the petitioner is due to circumstances unique to the property not a consequence of the petitioner's own action or inaction. The two non-conforming lots involved were of record prior to the C-3 lot sizes being established. 5) The variance, if granted, will not alter the essential character of the locality. The remaining lot being .05 acres shy of the minimum requirement will hardly even be noticeable let alone will it alter the essential character of the locality. Conditional Use Permit Cornerstone Auto is requesting a conditional use permit to allow new and used vehicle sales and auto repair in the C-3 Highway Commercial Zone. The following is a description of our proposed plans: Building Cornerstone Auto's proposed building is 16,242 square feet on the lower level and a 2,880 square foot upper level. The breakdown of the use of the building is as follows: Lower level Showroom 2,880 square feet Service 5,848 square feet Service reception 900 square feet Parts,technician locker room,&tool room 2,180 square feet Office and customer areas 4,434 square feet Total 16,242 square feet Upper Level Parts Storage 1,600 square feet Office 1,280 square feet Total 2,880 square feet Exterior Elevations &Roof The front of the building will face west toward Highway 10. This exterior elevation will be store front glass and architectural metal panels. These same building materials will wrap around forty feet onto the north and south elevations to encompass the showroom. The rest of the building will be architectural precast panels. The horizontal reveals on the precast panels will match the architectural metal panels on the front of the building. The exterior walls will 26 in height. This includes a parapet that extends 4 feet above the roof line. Mechanical equipment will be placed toward the center of the roof and with the 4 foot parapet they should be adequately screened. Employees Initially Full Employment Sales 8 15 Sales Managers 2 3 Service Technicians 5 12 Service Manager 1 1 Parts Technicians 2 3 Parts Runner 1 1 Parts Manager 1 1 Office Administration 1 2 Reception 1 1 (2 part time) Office Manager 1 1 Total 23 40 Hours of Operation Monday to Thursday Friday Saturday Sunday Service 7am to 7pm 8am to 6pm 8am to 5pm Closed Parts 7am to 7pm 8am to 6pm 8am to 5pm Closed Sales 8am to 8pm 8am to 6pm 8am to 5pm Closed Site Access Access to the site will be via the proposed city street. There will be no direct access from 171st Avenue or Highway 10. Parking The site will contain 203 parking stalls: Vehicles for sale 115 stalls Employees 40 stalls Customers 30 stalls Vehicles in for service 18 stalls Totals 203 stalls Lights There will be 25 light poles in our parking lot equipped with LED lights. The lights will be mounted on 25 foot poles with 2 foot bases. Photometrics have been submitted for staff's review. Drainage B612 curb will be used on the entire site with the exception of the north and south curb lines. The site is designed to drain to the north and south. In these locations ribbon curb will be used to allow an evenly distributed flow into bio-retention ponds located along the entire north and south property lines. These bio-retention ponds will treat the runoff from the site and the south one will also receive water from our neighbor to the south. Two additional sedimentation ponds are also proposed that will treat runoff from the city street we are required to build prior to discharge into the natural wetland on the east side of our property. Neighbors/Driveway The natural wetland on our property is between our proposed building site and our neighbor to the east. Highway 10 and 171st Avenue separates us from our neighbors to the west and north. Our only neighbor directly adjacent to our proposed construction is the Ebners to the south of us. We are currently letting them cross our property from 171st Avenue to access their business. As part of our grading plan, we plan to locate a new driveway for them from the end of the city street we are required to build. This new drive will only need to cross their property. The driveway will be constructed to support emergency vehicles. Signage The KIA required signage we are requesting can be found on Figure 2 and consists of: • One 24 foot high freestanding pylon sign; 55 square feet in size. This sign meets the City's Ordinance. • Four wall signs,which will be in compliance with the City's revised standard of 15%of the wall space. A note on Figure 2;there is a sign on the front of the building that states `Cornerstone". We are in the process of changing our name to"Cornerstone KIA". This sign will still be in compliance with the City Ordinance after adding"KIA". Landscaping Our landscape plan included 14 landscape islands evenly distributed throughout our parking lot, 26 overstory trees, 13 ornamental trees and 10 conifers. The bio-retention ponds on the north and south sides of the site will be vegetated with low profile prairie grasses. Dumpsters The dumpsters for the business will be located in the enclosure noted on the site plan. Ti CD t- C 0 (I) m (J7 —I f Tl r 0 —I 77 X C) D Z = r > n W -0 r —I 0 rn = I— z -< Z r Z °_ �, (l . r -0 Z (n Z A A D O r Z D P1 o mT Z Z < X 2 r tin O rn -< () 1 o m o n = N pZ m n (� n D Frl r —I r S CD rn I 73 0 N CO --.I CD Ui P CJ l N — C V/ rm m p z 1. o o o m 9:g• g. n rn� r Lt u 7 7 °Z y O H m DO FT o O m ti; 7 Pll C n Z -1 o �n N --‹3' 5. m A Od o m rn tO ti. A o 3 p z � n DOI M o z z v rn 7:11:1 0 V) N A A o m O V` e C s m D o ® . Z r. Z D < , 0 Do K . 1,...,1 . K rn z . Q z Z #0 Z :0 rn V triiii CO a5 Or) O �� Yole N Z mwjil 1- ,:: [liil rah- Gle S NW Zon=St NW N n v __s____ o J = T I G AGMHbm S m Ol N I (n _Z o W Ulysses St f - I —I D NW 7 pa --I s Z n —I --7- :4111- . a D 2 cn 1 -- - �I i z n Z fn -. 0=-- z D r m IV 6hl e) Z I hereby certify (hot this plop, specfficohon, REV f^ or report was prepared b me or under DATE: 11/18/13 ND DATE DESCRIPTION CORNERSTONE KIA BOGART, PEDERSON my difeO' euper°eon ondy(ol Engine:Under DESIGN BY JKB ,, f duly Licensed Prolessionol Engineer under CITY OF ELK RIVER le& ASSOCIATES, INC. the lows of the Stole of Minnesota. DRAWN BY: SB S H E R B UR N E COUNTY,, MN N JJ LAND SURVEYING CHECKED BY:JKB � GIVIL ENGINEERING DWG FILE: 1 Title / MAPPING N TITLE SHEET & INDEX 13016 FIRST STREET,BECKER.MN 55308-9322 Signed:Jon BO art FILE NO.: 13-0134.00 • 7EL: 163-262-8822 FAX: 163-262-8841 9 Dote: Reg. 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CD D 0 7 Z z (D (D 7 N (D (D a 3 .-. CD fD 7 ,-. 0 0• CT 3 0 0 ° 3 " C W 0 7 0 a3 0 O ° n D IA o 0n , 0 3 c co 0 3 O (D 7 0 .. 0 - _a 0 . a° 0 3 a 3 ° ° 0 c - o -- 7 N lorherreby certify that this Plane specification, DATE: 11/18/13 REV DATE DESCRIPTION El CORNERSTONE KIA port w prepored by uder NO. BOGART, PEDERSON any '`feet supervision d Proles °"' Engineer I r DESIGN BY: JKB Z 1 duly Licensed Professional Engineer under CITY OF ELK RIVER �t�/& ASSOCIATES, INC. the of the Stale of Minnesota. DRAWN 8Y: SB P) CHECKED BY JKB _ SHERBURNE COUNTY, MN LAND SURVEYING � CIVIL ENGINEERING DWG FILE: 2 SWPPP / MAPPING $i - TITLE SHEET 13076 FIRST STREET,BECKER.MN 55308-9322 d: 9 ne Jon art FILE NO.: (3-0134.00 • TEL: 763-262-8822 FAX: 763-262-8844 9 Dote: Reg. No.19900 P, O �/ . T .r .' m :; asp i I t i ° la _ �a a � a � l• �'I. II �� II r . _�- C-.- .II1 0 -------:_. 4 �'`� u .,, .. . , i ' ( / ; 569C 'r•-+j_� //// n J 11. 1 I ,. I ;III. I� I�1 1 o /� 1)?'' 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II 41 1 f /hi. �� \ �-�(.1� ara- f;'" `I o;ordl) FFrl 1\1 1 `I / , _1 i �\ X130 IIliI-'� zl, �� r fl .„ 2 m t t;� I l II '� /+ V j m/S00.51.0J"w ..' _ , , :;D\/;,/,',.7,/. /Ili )7, ' l',,/I ,\, 1_ _ _ --23-,‘2"A "\,) I/ 1 - . / ' ,// :10� ,_-� i-1----..-----‘1--•-,moo y(P,ermpn$nl Utility pnd Drtiinpge 4�a I' r m 'n.II Per Doc. No 392105 F I:: ^� j N� I I / 1/:, Y I II — \ 1 _ _ _X,4:___:__ I c'l, II f' Permanent Utility and Droinage II ; -/ °'e % E�son nl per Doc. No. 392096 � //% f , l I �,, i / / I o 2r:-/I I)))) 1 / / / /� a s� , l 1I' o \ - ;4:: /� 1__.„,....±,,,,,,,,_ .,._,,__r>\ Pr, _I r,, .111I .,. ,....„ , , / l �l 1\\\/n' 1 / / / ,(`Vag j / ` ' I l n I I_ I 1 / l �� /,..(✓l.._I,- / m m 1 m)\ Lp:�4s �I./\, �/ ' / rnm ,'} 1■ 11 i` / ,- / r'' 'c \--' 1‘ � v�_T��_ /ill lly+)! l,r 1---aie gu_�� -�'�S OOJ W2065�--� �� \1! r1,� /I k,.,'\/, I t, j,. A u J y,7�' 0 III i /1 I\ . ;,1 \1\ �I �, I hereby certify that (Ns survey, plan, or DATE: 11/18/13 N0. DATE tn a-. report woe prevored by me or under my DESCRIPTION PI CORNERSTONE KIA BOGART, PEDERSON my d're" supervision, o d Ihal I am o zo �` bws i_ elhe Sloledos miinnesoto.de the DESIGN BY: JKB CITY OF ELK RIVER , %\& ASSOCIATES, INC. DRAWN BY: SB JCHECKED BY JKB 0.SHERBURNE COUNTY, MN LAND SURVEYING CIVIL ENGINEERING DWG FILE: N) MAPPING Signed: FILE NO.: 13-0134.00 EXISTING CONDITIONS E076 FIRST 62 STREET,BEEAXR)63-]620889322 XXXXX Dole: xxxx Reg. No.cone n ,- c m 1 c 'j? ' z O ILJ ° II n n CA rrl u _ - :--,------- i_ \ � _/ 1,..1:_i''' 8 �' + rDO� w P i II i -.t - 95.869P° ! 7 �'1' I 4 1,'.-i J vm I I,, -�� Z yfl 1 I I S V � 1 I ssL 1 a< m r 69 _---) a l +. I � m • I n r � 1I' i - v 1 wx r� 2 i A m �� n o R17 I,� A E z ' � W, r A I I \/� I I 2850 I-- - 6 I ( : ,T 2 � � ti r,m II Z N ''I co I° B,., 7111111111111111.1 $ o A o I (dAl) I� I�-,0081 I W y m Fi- I rya o \� a z 1 : i I m D i o - I I -0,, �' ° o o i1 1 1 I I 2 I Il fti ',3,133.'..3. z A J m f z. 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CHECKED BY JKB SHERBURNE COUNTY, MN LANG suRVenrlc DwD FILE:CIVIL ENGINEERING �%/ MAPPING N) SI T E PL AN 13076 FIRST STREET.BECKER.MN 55 308-932 2 Signed:Jon Bogart FILE NO.: 13-0134.00 TEL: 163-262-8822 FA%: 163-262-8844 g Date: Reg. No.19900 , • E7 D n 9C' i :f / j z ° r� - ">�" T\�'84.N_'' dpi - ( ® - �/ j: 11 11 II II W �r^ WI`1/4■{i�ll. Uil (� 1 ;� '�' ( 1, �ti m ll mil' - - m l - ' .�1 -- _:E-, 1 = tTE =_ II f c\,,,,:,,, II IL� r} 'I,se�/ t - �1 - 1 m X83 m m �1 u w N u = ti` m m u m(� vm m v N N �, I I �� I N ,-� NI I; w u N ' N,u _ I �- /yyy,,I I J i, mo iliTi;,_ I I'I/ 1 DN.... ...■1 �W , ; � N�� II„ I Ion , III /:,.I ig31 Mk Ililu , ° 1°F 11 .: 1. �.' 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I� '1'3 -.' / j// / '' \,1'' 1,/ \ \ / '.. .'\..,,.., \ \ 1 \ 7___,-"-<-------------- ' 7,____ --'-------'-'4� n,�- �f I1 �/1!(` X11 ,,` 7-7'.-8]6�.._. _a]5✓—__-1- - � J—.a�� „/•� ,�y,1 i a,i`-' \/ .� Ti / I 1 _-1 6',+I Ill I \� i • �f rc-- - 'j''>J'_....- 1 I � � �LIi� %i■ \ � I. I I T t I 101 ,... -11 �� I�t m DATE: 11/18/13 No DATE DESCRIPTION CORNERSTONE KIA DESIGN BY: JKB SB tn CJl Z 1\ BOGART, PEDERSON DRAWN BY: JK " CITY OF ELK RIVER , '�l& ASSOCIATES, INC. J CHECKED BY:JKB _ SHERBURNE COUNTY, MN CVN�ENGINEERING DWG FILE: �/ MAPPING N GRADING PLAN }0]6 EIRST STREE i,BECKER,MN 55}08-9322 FILE NO 13-0134.00 TEL: ]fi3-262-8822 FC/a ]63-262-8844 U ...__----$: ,-------,,,,-. -- .`, ;i0 TTl rn :. � z ° a � ��a,.-���:yam e� 1 ��, - 1 " i I u ,I II y ✓z !/�1 _-.�/®T\\ /: ..I,��'' :,,,,:.,-,:---„-:=_1) II n W _ �-'' _ NaLt l{1`1' i -��• 1 A''' -,,p Ill 0 . _ ._ y--r '�V\\'1 I ',9. i/ , ,_1 i ,/_,--c/ 1- ' ' h fr I. 1 1 -- 1 -7-----;l.. II /// — "�. .BI- , I: I N i l r — r - I ' - I — —III I I ° I Iy o ,, i � v l -I 1 7 7-----'-','''. -. r -.''-;-'".',:,. ., „ \11, ° Tt r T r' p.,. 1 P, ' I �° n / fit, 0 I I / , / I/ _,. ., �� oi x I �9s\n y j I/ ,g v �/ 1 1 1711,,1 1, - I I -�I 1 ,,. 10 \ I\ ,-- ,. ,..., IIC) - , . .. .,,..j__ , zi, /// m 1 i i -..,,,, , _, J J Y I // / s, \IA' i \"laa a ,,,-• -, j I--! ' ,,.4' I ” \ \ ''''rl.''.:;:-, 1\ j \\ ''' *•■•4,-- ,----" ,Z JI 1 I V \.' `` \/ I /// I l I III l 71 2. I .1 _� Itr�' >1 \ '/ 11 U n I }� �•,..m ✓ /105 —2_2/113- --�- \ 4 ),I-/1—._p t.,•J ,`I \I ( 'l J I\r�� '� �I -res n� y� �j-c - ,I r, _'IN tip, / I Y 4 II /� / ��ob !L,ti t ` oD+o , i ----- / ":':/.::'';',:',.: ./ ' 111.\ -'; „ / I— .—pL /o _ -- / �' _ _ = - , \ �� x C v� y® , V - _(--k - i 1� 1 T - l �.(jL °I 1 � u / 7 \��' � ®� . ' ce t ,,, ri,,'„,/,' \ 1 / / / /4i , " �'I� E' `.`-t''/2,1- (,. I ' //'/1. // °� 11 I 7 y� r. Z % \1 1 / ......_---_- _—_-- I- 1 J —_ —I .f I/ ' 1 IR4 I / ;r; \r — — I I ;//) \)) ....\ / �\ I,,/' it I. �1 7 / //// / , / C o / / // I /III /°P r- Ill. I II I 1),, t,,' / c �--�_�_.—./� yea/ �. // /)7.,/,/,, 1� 'I � I \ / - ' / / / .f.b j.,,,, -,,,,.. , ,,;,,,,,., • 1,,,...,..,, , O y 1�� I III / I - _.,!--,--___/,, /(/"'' I/ ''''''-//7/ ,','',41/ ( .--.. ----------_„.., (_-) / , /1)/;4. \ ' ,,,,,/\ / '‘ \t /` am= B y Vikl i 7\ .\.' \ \r----\------°'5.----.----------------e's--------- ----C ,_-:------_-_-_----____.,,,,.--"---- ----' -,--__-------- .__I-- -n---------------------,_, _,_--- -----___------- --"---'-:----,-+,,,,.,.,.,_----' - -:"----------''._,_---------_._,_------"'[.y;lij'''t-,, it.,:\, ,07,,,,;,\:14/\\..( , , \ \\ / --67D _.-_8)5__•l .. '�./�_��/� � 3 - \/ ��\}.- 1ij� .,/ '1 V(,-----____, ,.,_„ -----:---31''' 1/� rsR �I 9 1______.......„„ ,,.. 0 ,,,, = I hereby certify thot this pion, specificotlon• REV DATE DESCRIPTION DATE: 11/18/13 m CORNERSTONE KIA °r report w°e prepared di me le under N0. CD Z BOGART, PEDERSON my d'r°`' 6°'er"'fi'°"°nd th°" °" ° DESIGN BY: JKB ! `,',;'.1.). Llce"sed a lessio nol Engineer under CITY OF ELK RIVER ilk & ASSOCIATES, INC. lows °' 'he Stnte Minnecoto. DRAWN BY: SB J CHECKED BY:JKB SHERBURNE COUNTY, MN LAND SURVEYING DWG FILE: I% MIAPPINGGINEERING N) UTILITY PLAN Signed: FILE NO.: 13-0134.00 13D)6 FIRST TREET,HECNER,MN 55308-9322 Jon Bogert TEL: )63-26-6622 fax: )63-2fi2-86aa g Dole: Reg. No.19900 • P.' o' o' o' o, o o E. 0 o` o o q O o i o O', o ®b' o �, � t1l O G O G O O O O O O O � � � � N : N N N � � N N 1\ ..6_____'r?,-,1 fn m •p O � P. 0 ° c a l i f u; l, t u} 1• oi on o 0 0, 0 0 0. 0 0 e o o 4 ,o b- -o o p___q to - ,_ W --G-'�� o \°A ry O o b b o O o o N ^L7, in _ „ p - Ty).- o' N N 1 ap f/ 1„<< O 0 0 0' o' 0 0 0 0 ” o 0 P'.:-;:o-= 0 0 0 0 O--Q 0 0 0„ -o o w' -�'1 +� -'+ O O O O R 'J (n 1 °I J co 21 11• _ W io A ,�✓ 1 _. 1� 1 2\ O _ O O, O O O. O{ O \: O} r._pn I- :h -: : N' �I� _iI- 11 . I, 1 : •.:".N+ I" �.I<. d. O,m O W O O O - i + N 1��N W N .. g-+- �N� (r q i �_ ON 11� Co N _ _ I 0 0 0' ' 1_, T,',/.:T...4.1.:',1,-:,o' .:, °' W m �- u N N ' N � fj ��� 1 O O � .... � I N .. � W m � O�' .� -��+SSL W N A N m pi I t I.•0{ � � i � I A O m i ___ W, n - n / : _.---=---,------ _��. r 5566 V---L.' _ O O' O O O' O O' O _ N A � N -� V d N N J -.1 y{ m v-1- N N N N 1 ; : , m N N • N A N + H III O O °.' N W •II SVL - W J N m A N d O' 6 p r I W O I N _• J El �O O O O '. 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O ✓--6°ii..1 N Gi,I 1 O m W' '09 O WJN i ��•O-�f! O- O— O ✓p 2iE m,r _. O A / ✓i/O ;O� O�I` N N ' O- J N-' ^-- N mO od01 �{ ' • � '.1 t + N O Il 6 [ Nn -1 1 0 1' 1 . ;N p 1 P O I W A J 1 ”' �%J II ' I 0 O1 E,"*.' It n m V l E - n - ? b,:' 110 K' ,. i .W '-'4 •I °' ' N P - 01 P (P ;• .. o V W W 6 N [u Ln O mI I I 0 , In ' V O' r7 r:,',N WA , I UO l° °, N' '' W E.; w' N Otn,',, 1. 11 I O O 'I I f l- � w, N N ui N m o �, W I t0 0' o b - N N � ir, b>N v.• r. .e m . giv- Rs Wo ; „ „1 _ _ - - •r 0. 0. ' � N v p W N N W A J O p D r0 V_}. V N' Oi :1I • 'N 1J� JI N (n A A °I W CO 0/ MSS -� Kut N 41 • • W,) I. \ B _i O : ; 1 —O J � —r;, _ _ o+ -. q. „i_____:.^:-09 - I y ° � 4 :: T o ti_ —. 41 D7 m O W W I S ' I . �. - ` u 1 o �' n r O 0 O L S e O r- { I pa ps Nn U1 . N O' P. O o �o�aL- N+I W w� 0 O D 0,t i� iii n 1 ✓�✓ O O� , I • O' ' ✓ /Q O 'O oO O .7..,•,-''',- O W O A OW N \N o N O O. O -----...,-"•••••..7. c _I�. N °2 in in A p �L J o, o' o b :, _ 1 -�-i o o _ (o • o .' y-I /— / n n $ �' . y' —6 0' p +r o oo d o o ' o p',-o--on `.1 O 4 /- -.0 O O O O O O O O on O O-✓, N (J p w' , ' '',.‘0.--',...,O; .O O o o, o = ✓a.i O 0\ o o o o o o ® I 1 / g f• / O ,, /, ,:r -. I s_,li y Ni.y 9 /, - L AzN .. .1 - I �1 I / t I-- - — — — i I - -- I I I -- 1_._. I- _I ._-I _ -I _-I ... I -� '. "..1 = I U1 — - - - - / I I 1 m C ' I �1i 1 • I O � 1 1 1�I.. I 1 ii 1 1 a 1 I o (,)-) o o I 11 I 1 1 � z m �` x , 11 � - 1 W b o O o6 1 ,I,,,..,„ I I Z 1 v II 9,, , I I 111 I A I 1 ° // II I i,; I 11 I A o I $1,i �„ \ t ;- .e� ' may I 1 � _ ------ = 1II`1� 1 t ,I (AV' _- 1 ' 1 — fir � _ , t I ' `S' 1�I ■ 1 I / ° °I:..' v N = I hereby certify hot This pion, specilicohon, DATE: 11/18/13 REV DATE DESCRIPTION PI CORNERSTONE KIA °r report w°e prepored by me or under N0. �I - BOGART, PEDERSON my dire:! super"ie'°n oPd m°" °m° DESIGN 8Y: JKB Z � duly Licensetl Prolesslonol Engineer under CITY OF ELK RIVER O& ASSOCIATES, INC. the Iowa the stole of Minnesota. DRAWN BY SB - SHERSURNE COUNTY, MN LAND SURVEYING CHECKED BY:JKB r CIVIL ENGINEERING DWG FILE: 11 MAPPING Signed: N LIGHTING PLAN 13076 FIRST STREET,BECKER.MN 55308-9322 Jon or 9, 1 FILE NO.: 13-0134.00 TEL: 763-262-8622 FA%: 763-262-66d• 4 Dote: Reg. No.19900 co co co OD oo co Co co Do U1 G) 0) J J OD CO (U CD (P 0 CD 0 CP 0 CP O U1 • • • . _. / /�. • _' z / // / • z I / m 23 m 0 . 4 . r., ,,.5 / --- A ZZO / / / -3O \ - m O O / m Z p m m m C) -IyA i I z0 m0 mA Z rn C m � / Z m� m Z J�,; n to dt §r c O 6, \ \ -I- 878.6 j¢ p \ O t / "~ 2 O -I-26.95 B GIN ROAD:CONSTRUCT ON 1 � q 878.3 ... . .. . .. :... :.. • L . . .Z .. �1 1' £ Niy 878.79 1 ;—// B 878.7 .54 / } O 879.64 .:. I I e_ ➢ 1 o I 1 I �. 879 3 - - I I /// / 880.50 I �._._. �.a.— 1 /__: ■ ry ➢ \ �I/. I\\ 11 .+ .880.3. \ BVCS: 2+00 _ ;'/ v ■ 0 881.35 • <P_ I. BVCS: 88135 x_ ,. I 1 I � 880.9 p. \ I °°71 n <.a m 0 11 1 / 88103 la;... ... .. <'es.:,.N II n n r7-1 / /� _/ i` �11 /r ) u,am+,u " '/ / I t .1 / "}' 880.3 .. I f EVCS• 3+00 ° .V.00 8 1/ ..` i .. I O 88137 IN ..'i.4 / /r \, Gym. 391157 _ r /�'" r 1 0 I ,N o / /. BVCS: 881.38 f:* / I I ,, // 879:4 x.a< =;' - 1 "V'crl� Z.. � ( e r / I r_,45 II o<yym tl 0 4 //;/ /. ,I A 11 / + 877:6 N ,+ l I / O 881.13 EVCS: 4+15 °o I I ,,,,,,, ,/,//,/,/ co O +30 ND ROAD CONSTRUCTION I :": EVCE: 881:26 - 41: 0 I--.. MA 878:5. 1... I �..:'i-„ I 11 � , 8 I 81.62: I ' ..C ,I \I II,.,.. 01 I A -n I\ I\ e / Z -I- 878:5 : —��/ �\ 0 882.13 I° m 0 A \\\ \ \\\ �/ O I ,N o o m \\ \ / 878:5 : - I \ rn 882.64 .. .. I I. ➢. .. A �L-� /\\ I I .a m \\\\ ��\ 03 1'-f' 879,7 : 4 m( BVCS: 6+00 -- X `\\,4 \ O 883.15 - \ III .. 5 m \ `/ ``` \ \�\ ' \ /.. . . ... . \ \( ° ° 1 u , .u, � \..883(3. .. . .. . \\ q \883.24 a . I 9 1 >m / (A \ - + 882.6 EVCS:: 7+00 °I" (\ O 882.49 Yr 1,3�'o ,o IT, _ EVCE' 882 49 . // • 883:7. - .. / \\ / • / \ / 882.8 / / / + O . O • • • co CO co co co oo 00 co co cP rn '0) v CO OD CO CO U1 O cP O cP O CD O cP _ I hereby certify That this plan. specification. REV CORNERSTONE KIA report was prepored by me or under DATE: 11/18/13 NO DATE DESCRIPTION m 03 BOGART, PEDERSON direct ssioonu En' am a DESIGN BY JKB �i , y Engineer under CITY OF ELK RIVER f1 & ASSOCIATES, INC. the Iowa of the State of Minnesota. DRAWN BY: SB — J CHECKED BY•JKB SHERBURNE COUNTY, MN LAND SURVEYING DWG FILE:SPIn & Prof CIVIL ENGINEERING MAPPING /� N) PLAN & PROFILE !0]6 FIRST STREET,fiECKER.MN 55308-9122 TEL: 763-262-88 Signed: 22 FAX: 763-262-8844 Jon Bogort FILE NO 13-0134.00 Dole:' Reg. No.19900 DOm(An 1n-1 D zmr" -oO"O= r -0-,,,1,<>, mN r : F ^? O-I T. 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I o -,-, -1 0 v ° N D Z7 (7 r m , CO W z y -1 Y z — �' r J-1 r) 7 X y _ o A .D fTl mom �W �� ■ 0 CO ('l Z -C m C7 cn W < - < m Z C C O' O C co e, N in D z z (/7 W co O (AK m !p rn o N Z rn ~ m D Ay WO oc 09 m I \ J n +m C m Z - \1 O L7 m r m O X)1OI Wn Z c W D `n 1 L I w m��O _0 n� , in m • CD m W Z Co Z r•t r) 23 m 0 A — (s p�_CO y mZZ O A -I Co I O I i) in O ? m CO ,D o ' rn A — 0 i � co -I m gi _� 7" f o 7 0 —I C7 < m _ D 00 ' > K r C7 0 Z N. : to Jro iuI Fl m -•I , I W CO n R° a I o - 6" N ti m m 13-1/2" A 13-1/2" A Z ^ - .- co 7" gi I I. co _:D N a D 0 z 'D In . •.e.D - N O C • A b A • m ti O A•' A - ht 7-1/2" 6" 0 p —1 — 13-1/2" ._ A < O 13-I/2" ^ a D c if, — = I hereby certify that this plon• specilicolion. REV ro CORNERSTONE KIA or o e or DATE: 11/18/13 DATE DESCRIPTION report w s prepared by m under NO. BOGART, PEDERSON my dire`` supervision and that I n DESIGN BY: JKB duly Licensed the Stotsionol Engineer under Z CITY OF ELK RIVER ,�'�l& ASSOCIATES, INC. O l the laws or the Stote of Minnesolo. DRAWN BY SB CHECKED BY:JKB SHERBURNE COUNTY, MN LAND SURVEYING CIVIL ENGINEERING DWG FILE:10 Detail Shl N) MAPPING DETAILS 13076 STREET,BEC%ER,MN Signed: FILE NO.: 13-0134.00 55308-8}22 Jon Bogort TEE: )6}_263-2 62-6822 fa%: 763-262-884a Dote: Reg. No 19900 .• N I_ I I m U -I n ` Z m r -D 0 m r- >T om Tm mr z Ko z > CC0= o OrZI �r 5m 0 ° z 1 - o< n - Z A, w ---I_ 4 D :D A m n -111 o C � -i J IV- z r- (f) 2:3,� m jmwzmzmC- 00300 c y D rn 0 z Do xo ¶ m A 1/1-I v) 1 N Minn c A � Om m i ti o o - ! 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REV 'l CORNERSTONE KIA or report woe prepared by me or under DATE: 11/18/13 NO DATE DESCRIPTION v. my direct supervision and that I am o DESIGN BY: JKB BOGART, Professional Engineer anger PEDERSON duly Licensed Pralesa' CITY OF ELK RIVER X11& ASSOCIATES, INC. the Ions of the State of Minnesota. DRAWN BY: SB SHERBURNE COUNTY MN P/IJ LAND SURVEYING CHECKED BY:JKB CIVIL ENGINEERING DWG FILE:11 Detail Sht DETAILS MAPPING FILE NO.: 13-0134.00 N 3076 FIRST STREET,BECKER MN 55 308-9322 Signed:Jon Bogart TEL: 763-262-8822 FAX: 763-262-BEM Dote: Reg. No.19900 - >Dm NC)Cn—I > = m m r -O gy O Z O-D= r PI m p>T. mzci?m r m Y > 0-n C-) z prA-^r�00 ': °° D V)A D(n�-< In x \ 'ti o a "-fl \ 0 EAU 00000 A � ^? 8 %1 g'�R � z t' .Zm, Z m z m n :a 9 Ai Ak m 1g - I �1,)m mLI m m OmDr 0 2'> ®� o III , A -m"_1 0 z0A z A °% 2° - DAD App< 0 O m`1 m m m \` \`' I m I —I--t-1 A 0 0 F ..)210M11911%191)14), A m Z rrT1-_V) 0 Z i� g —N N. 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Sheet No.: Project: CORNERSTONE KIA Job No.: 1 2.0467 I hereby certify that this plan,specification, MALMIN ARCI•ATECTS' WIC. d e�tpac was PreP of by rn °,�nda,my CITY REVIEW parvision, tl that am°tluly T iHighway 171st Street N.W. Drawn By: — Architecture-Ernironmental Design "rased A hnect°naer °ws of the Elk River, Minnesota LCM/PAA Name uRRY c.MALMIN (PRELIMINARY-NOT FOR CONSTRUCTION) Date: 12223 Marf Lane,Minnetonka,Minnesota 55305(See 163-571-9149 Title: TITLE SHEET November 27, 2013 ®COPYRIGHf 2013 MALMIN ARCHITECTS,INC. 95t-935 3329 si9"°t"re Data No. 15674 rt s. . . „,e,r, . , , nx . ..'''. . \ r i T yxdObd�,� \—OOS_=.�� jn N i ';- 3 __�--_— 0 ; w r -. .-I 'N.¢E r` I'e I � $`} .j il / ��% \ : )2s N°-`ern O _O Cl) -4 'I o ° ; ^ ■ l'T' m WI 1✓ h 3 GI qq ro y I r *t 1 f 0 / p S I I,•^ ' + +"f3 !1,- > I o, z ,I'' ' `L III Z I Fd F I 4 n y I. 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E. i .>_ ..fir h l�� i I`\ I t �yy• 1 v 11 \` \ d z m —1 I r °- I I \\\\\\\\\\\ \ e" m m RI co 6 ) \ I \ r ©COPYRIGHT 2013 MALMIN ARCHITECTS.INC.ALL RIGHTS RESERVED.THESE DOCUMENTS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF MALMIN ARCHITECTS, INC.AND MAY NOT BE USED OR COPIED WITHOUT PRIOR WRITTEN CONSENT. Sheet No.: Project: CORNERSTONE KIA Job No.: li 12046 hereby certify that this plan.specification, MALMIN ARCF�TECT3 BBC. eps�-Oe PfePO d by me n,under my CITY REVIEW A 2.1 fi d�t d thol I em e Highway 10 & 171st Street N.W. Drawn B : ensed Archite t under the Iawe of the 9 7 Y Architecture—Ern Environmental Design Stete of Minnesota. Elk River, Minnesota LCM/PAA Date: Nome LARRY C.MALMIN (PRELIMINARY-NOT FOR CONSTRUCTION) Title: OVERALL SITE & November 27, 2013 12223 Mari lane,Minnetonka.Minnesota 55305(t�ct)763-malty ®COPYRIGHT 2013 MALMIN ARCHITECTS,INC. 952-93.5-7329 Signatu® I ANnsr.APINR: PI AN Dote No 15674 III-'�i�l�� N I I'il is (° ' p l (=s n-11,-li=o=n- i N ; t o ° °� �'S 5 0 op z o N 5 0 . 11:1=1=��!)jl•_I III�II� N n f- 4 A('�A Z p r m p pZ pZ p p 5r v Zp Z ITpn ca Ug yyp ay y 1n� C Z 9n, 1/n1PZ�111j T p�'i=1I ETA `�� 1 Or P A lIt cF,- ySy aE NO ym V I1 \� `�_ y1p A tnm �D n O <O'n z b 0 x0 D \; � 3-,F`,,: D TOt �� A 2A 9� mz�< Z g � tmmn< ♦ 1 //'�(J�'� O � O y m T \ A. 1lir G�- D P V.101 A FFF,4 O N A fn-0 4' ,�� S''\ 1 , ` y pv 9c9-c mom '8 <o A?o r. 5 ' ;'IT TZ 111=�:A\\\\\\�,: /\\' / S N 3 < A y Tp -1 O Z Z ylgl=ll 11=1 T Imn K O y N 11= / II\\ x Z D A AOm 0 p0� m N O ' =tir! to nKn ii n'Ti x < n 6 o of Y N II 11;1�11 11=11 z _� - 1 yi t'�ri°1pi \ m " 5 . 3 5 F m n 3 p m x m p ION N < z 2 O m T A Z n m-u� v A O $ y mm A a ps mo i-II•. 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INC.AND MAY NOT BE USED OR COPIED WITHOUT PRIOR WRITTEN CONSENT. Sheet No.: Project: CORNERSTONE KIA Job No.: 20467 hereby certify that tnls plan,specification, MALMIN ARCHTECTS, NC. 6-,supervision,was a E 6y me ar sneer my CITY REVIEW A2.2 Highway 10 & 171st Street N.W. Drawn By: Lcensed unde that elle a ofalbe 9 J Architecture-Environmental Design Elk River, Minnesota LCM/PAA 6tate a,M;n esala. —Date: Name LARRY C.MALMIN (PRELIMINARY•NOT FOR CONSTRUCTION) Title: LANDSCAPING NOTES November 27, 2013 12223 Mari lane,Minnetonka.Minnesota 55305(C60)763-577-9149 slpnetore �GT�'�S ®COPYRIGHT 2013 MALMIN ARCHITECTS,INC. 952-975-3729 Date No 15674 y O ® O in-0. 0 0 O , 26'-10• , 2T-4' , 2T-4' , 27'-4' , 13'-8• m O I I I I 0 I r0 0 0 0 0 .. rrT_ 0 • O 71 i 0 b T I O O _y — °_ \. 0 I 8 o NM 17 I .-I I I 1I I I x ' I I ( I 1 • b !iL;" I fo 8 a 0 �� B4• ` B'-r 8-z' ` 8•2• 1,'A' 4•-8• , , 4.41' 1O'4• 15'-9- 1 I I 1 0 0 �D 0 �� ffi � ti y _ f0 , _l. 0 y y T Q P .0 R 02 - 0 A 1az\AY t ,:, i--- , _, „,,„ �y y E 0 CS LP r I O 5 NI ill 1 1,9A v A i n 0 D 0. 0 i y , o y CI ♦` 3 — Fa1,i —�113A • nn �i� A 1 116A D "y PI I ' I Y` �.o I 11 f u; J 1 L I -4- 11 to . . . TAP i„,tH 127A ®g you- I � I�'� m��': COFFEE& ® VENDING 13 C 0 — 131A P D C7 6i — �' �n�'ll — i O III. 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Sheet No.: Project: CORNERSTONE KIA Job No.: hereby ce ify that this plan,specification, 120467 MALIAN ARCHRECTS, Nc. ,fires Pso was prepaanetl by me ar under my Highway 10 & 171st Street N.W. y p°" °`n °m y CITY REVIEW Drawn B Ucensed Achiled under lha laws of tha A2.3 — Arohitecturo-Environmental Design Elk River Minnesota LCM/PAA Name LARRY C.MALMIN (PRELIMINARY-NOT FOR CONSTRUCTION) Dote: 12223 Mari Lane.Minnetonka.Minnesota 55305(tired)783-577-9149 Title: FIRST FLOOR PLAN November 27, 2013 ©COPYRIGHT 2013 MALMIN ARCHITECTS, INC. 952-935-3329 5iy"store Date No 15674 . . y � O O O 1�,-0 O O O 26-10- 27A• 2T-4' 27d' 1341' m i el Cn M 12 o p O V -- - O z a I m r- O I\ o 1 mo c 0. � c4 z ----, m 1 6 1 61 l II .. s 1 J 1 � mv 5 L l J o 206A 1Xzo p 1 a 43 _ J J k r to,,,, Kg y Hl i=11 208A 4 0 r / i i mo \ / Qm I O p Zazz 29 / \ // o / NNNNNN — — ' O ao / 8. I 1 N A 8T-0' 36-6- 0 N 0 y N "3 G) m z m z O m ©COPYRIGHT 2013 MALMIN ARCHITECTS. INC.ALL RIGHTS RESERVED.THESE DOCUMENTS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF MALMIN ARCHITECTS, INC.AND MAY NOT BE USED OR COPIED WITHOUT PRIOR WRITTEN CONSENT. Sheet No.: Project: CORNERSTONE KIA Job No.: 120467 I hereby certify that this pion,specification. MALIAN ARCHITECTS, INC- d� tp gn w°s pwpzred by T.,a:ands;mY CITY R E V I E W pechitect d that 1 thee:not Highway 10 171st Street N.W. Drawn ey: Architecture—Environmental Design Licensed Minnesot under the lows of the Elk River, Minnesota LCM/PAA State of MI°°°°°°°. 2 — Nome LARRY C.MALMIN (PRELIMINARY-NOT FOR CONSTRUCTION) DOt1'.. 12223 Nati Lane,Minnetonka,Minnesota 55305(Peat)763-571-9149 Title: SECOND FLOOR PLAN November 27, 2013 ®COPYRIGHT 2013 MALMIN ARCHITECTS,INC. 952-939-3329 Signature Date No 15674 OS FCiy bm q b °U-0 � �y s C v Z g 2 2 < °' < 0 �;� � , � \ s O 4 O 1 Z \\ . h \ O g _ S a % S E.- 5 \\ w0 /\ 1---I� r % � � 3 b ---- \ \ % a trl. 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Drawn ay: Architecture—Environmental Design Licensed Architect under the laws of the LCM/PAA State of Minnesota. Elk River, Minnesota Name LARRY C.MALMIN (PRELIMINARY-NOT FOR CONSTRUCTION) Date: 12223 Mari Lane,Minnetonka,Minnesota 55305(tied)767-57/4119 Title: EXTERIOR ELEVATIONS November 27, 2013 Signature . ©COPYRIGHT 2013 MALMIN ARCHITECTS,INC. 952-935-73� Dote Na. 15674. r N O r` IL 6 m D CD m CO OA :ill? . Z *r T, I V y A/ 1, 1 1 m y Ve yy n E C y �n 'dvFz I 41 m J E ' b i. 1 1 1 / Imo\ 0 , gggg 000 4 IFI o o 0 9 O K Li-- m r T i 7.m b� A N .r 4 w N r. N Z p'' ap -I --I m m m o m gi g xi 51 a v m O ° Z c v m § y p m 13 Z m ,, 2 1' m m y y 5 N m C 3 m m O 0 m g s Z -< 12 u3 qty (n Z m me o`" 0 m —I i m 0 z- all ©COPYRIGHT 2013 MALMIN ARCHITECTS,INC.ALL RIGHTS RESERVED.THESE DOCUMENTS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF MALMIN ARCHITECTS, INC.AND MAY NOT BE USED OR COPIED WITHOUT PRIOR WRITTEN CONSENT. Sheet No.: Project: CORNERSTONE KIA Job No.: 1 2467 I hereby certify that this plan,specification, MALMIN ARCHITECTS, INC, teposrt w°s prepaand by me or adder my CITY REVIEW A 4.2 — dmct d that I am a duly Highway 10 St 171st Street N.W. Drawn By: Architecture-Em ronmental Design Licensed Architect u°der the laws of the Elk River,Minnesota LCM/PRA State of Mi°neeat°. Date: Name LARRY C.MALMIN (PRELIMINARY•NOT FOR CONSTRUCTION) EXTERIOR ELEVATIONS 12223 Mar Lane,Minnetonka,Minnesota .55305 INC.(Wet)763-575-8119 Signature Title: November 27, 2013 ' ®COPYRIGHT 2013 MALMIN ARCHffECTS,INC. 954-935-1149 Date No. 15674 City of River 13065 Orono Parkway .Elk River,MN 55330 December 19,2013 Cornerstone Auto Resource VIA EMAIL: C/O Steve Rohlf srohlf @erfdj.com 17219 Highway 10 Elk River,l\IN 55330 RE:Jabez 2nd—F.lk River Kia. Dear Mr.Rohlf Thank you for your Variance, Conditional Use Permit, Preliminary, and Final Plat applications, which were received on November 27, 2013. Per state statute 15.99, the city is required to make a decision within 60 days of receipt of a completed Variance or Conditional Use Permit application and 120 days of a completed Preliminary and Final Plat application. Subdivision 3 of that section requires the city to notify an applicant within 15 business days if information is missing, delaying the start of the 60 day review period. Section 467.358,subdivision 3b of Minnesota statutes requires a decision on a subdivision within 120 days of a completed application. The application for a Variance has been deemed complete. This application has been assigned case number V 13-11 and is tentatively scheduled to be reviewed by the Board of Adjustments on January 14th at 6:30 p.m.at the Elk River City Hall. The application for Conditional Use Permit has been deemed complete. This application has been assigned case number CU 13-18 and is tentatively scheduled to be reviewed by the Planning Commission on January 14th at 6:30 p.m.at the Elk River City Hall. The applications for Preliminary Plat and Final Plat have been deemed complete. These applications have been assigned case number P 13-05 and are tentatively scheduled to be reviewed by the Planning Commission on January 14th at 6:30 pm. at the Rik River City Hall. I do need a title commitment of the property before the plat may be recorded. Phone: 763.635.1000 Fax: 763.635.1090 POWERED BY www.ElkRiverMN.gov NATURE Based on a review of the information we have received thus far, a number of comments and questions have been generated. Please review and address: General Comments 1. As noted in the attached File Closure letter from the MPCA,the applicant shall notify the MPCA of the presence of petroleum odor which was encountered and noted in Soil Borings 4 and 5. The MPCA may require additional testing and remediation as part of redevelopment. Additional contamination may be present and an environmental construction contingency plan should be developed. 2. Locate the rooftop HVAC units on the plans and provide line of sight drawings to verify screening from the street. • 3. The landscape plan must be prepared by a registered landscape architect. Drainage Comments 4. Both existing and proposed stormwater models should be run using updated ATLAS 14 precipitation data. 5. 3-feet of separation between the seasonally high groundwater table and the bottom of an infiltration device is required. It appears from the site borings and plan details that the bottom of the infiltration rock storage will be less than 3-feet from groundwater.This should be revised as necessary. 6. The new MS4 permit requires redevelopments to maintain/reduce existing discharge quantities of runoff volume,Total Suspended Solids (TSS),and Total Phosphorus (TP) on an average annual basis. The State has developed policy for meeting this requirement one of two ways.Applicants can either show calculations showing the reduction of volume,TSS, and TP on an average annual basis or design the improvements to infiltrate of the first 1.1" of rainfall over the.new impervious. (This 1.1" amount is accepted as the standard required to meet the limits for pollutant loads thus not requiring the pollutant load calculations) 7. The calculation should be provided indicating the required infiltration volume is met by the proposed infiltration system. 8. The continuity error in the drainage calculation simulation should be corrected for Pond 3. 9. Consistent with new MPCA regulations,the applicant should develop and submit a written maintenance program describing the post construction stormwater maintenance operations to ensure the continued function of the infiltrating system as designed and expected. Sheet 2 of 12—SWPPP 10. Sweeping of adjacent public streets shall be accomplished with 1 hour notice of the engineer or regulating agency. Failure to meet this requirement may result in the work being done by the City and billed directly to the owner of the project. 11. Inspector Log/Maintenance section,second sentence. This should be reworded to include State and City right of way,not county. 2 Sheet 3 of 12 12. Show wetland boundary. Sheet 4 of 12 13. Remove existing access on TH 10. Secure work in right-of-way permit from MnDOT in accordance with their standards. Sheet 5 of 12 14. Show delineated wetland edge and required buffer. 15. Plan sheet and drainage calculation show a perforated 42"pipe which does not match the detail shown on Sheet 11. ( 16. Provide access to infiltration pipes on west ends. 17. According to the detail,the top width of the infiltration strip is 20.5'wide. This entire area should be contained within the applicant's property or easement. 18. CB 107 needs to be moved so it is fully constructed within property and or permanent easements. 19. All improvements,including infiltration strip constructed within the existing.drainage and utility easement are subject to disturbance if work on the public utilities is ever required. All costs for the removal and replacement of any of the private improvements will be at the cost of the owner and will not be paid for by the City or Plk River Municipal Utilities. i . Sheet 6 of 12 20. Add catch basin at end of east curb return of 1706 Lane as it meets the existing 1715t Avenue south curb line. I ' 21. Rebuild existing catch basin at end of west curb return of 170th Lane as it meets the existing 171st Avenue south curb line.Assure its placement is in line with proposed curb line. 22. Identify grades of the 171'Avenue pavement edge across 170th Lane. 23. Provide for two lanes of traffic on northbound 170th Lane at its approach to 171st Avenue. (Left turn and through/right turn) Sheet 10 of 12 24. Typical section for street should be adjusted to provide for 2" of bituminous wear,2.5"of bituminous non wear and 10" of aggregate base. This matches the typical section used on 170th Lane in Natures Edge Business Center east of the proposed project. Sheet 11 of 12 25. On the top of the infiltration strip detail,identify the thickness,material type and vegetation. The same detail should identify a slight swale or berm on the downstream side to assure the drainage going to the strip is contained and runs into the infiltration system. 3 Please contact me with any questions Sincerely, Zack Carlton,Planner I City of Elk River 763.635.1035 zcarlton @ElkRiverMN.gov { s 1 4