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5.3 & 5.4 Item# 5.3. & 5.4. ity of E1kRiver MEMORANDUM TO: Planning Commission FROM: Scott Harlicker, Senior Planne a�1 DATE: February 29, 2000 SUBJECT: Request by Phoenix Enterprises for Preliminary Plat For Harley Addition and Conditional Use, Public Hearing Case No.'s P 00-3 and CU 00-5 Request Consider a request by Phoenix Enterprises for a preliminary plat for Harley Addition and a conditional use permit for motorcycle sales and repair. • Location East side of Highway 169, south of 197th Avenue, Outlot A Hillside Crossing Three Zoning/Land Use PUD (Planned Unit Development) / HB (Highway Business) Attachments • Location map • Preliminary plat • Development plans • Memo from City Engineer Overview Preliminary Plat The applicant is requesting to plat Outlot A of Hillside Crossing Three. The 110 property is 2.02 acres and is located between Highway 169 and Evans Street, 13065 Orono Parkway • P.O. Box 490 • Elk River, MN 55330 • TDD & Phone: (612)441-7420 • Fax: (612)441-7425 Memo to Planning Commission February 29,2000 Page 2 • south of the Amoco convenience store. All the appropriate easements are in place. Access to the property will be limited to the existing access from Evans Street, which also services the Amoco store. The City Engineer had no comments on the plat; he felt it was approvable as presented. Park dedication or stormwater management fees have not been paid on these 2.02 acres. When the Hillside Crossing Three was platted park dedication and stormwater management fees were collected for Lot 1 but not Outlot A. Now that Outlot A is being platted, park dedication and stormwater management fees should be collected. Conditional Use Permit The applicant is requesting a conditional use permit for motorcycle sales and service. The proposed store will be a Harley-Davidson dealership. They are proposing a 39,939 square foot building consisting of two stories and a basement. The building will have a footprint of 17,930 square feet. The main floor will be the sales and service area; the second floor will include office area and display area; the basement will include underground parking and storage. Parking and Access IIAccess to the site will be via the existing entrance from Evans Street which currently serves the Amoco store. No other access is permitted. The site plan shows 98 parking spaces, 70 surface parking spaces and 28 spaces provided in an underground garage beneath the building. Fifty-seven parking spaces are required by code. Access to the underground garage will be on the west side of the building. The drive aisles and parking spaces meet the dimensional requirements of the zoning code. The layout of the parking lot is acceptable. A striped parking island is shown at the east end of the row of parking spaces located in the center of the parking lot. This island should be curbed and landscaped and a second curbed and landscaped island should be provided at the west end of the row. Grading, Drainage and Utilities Grading, drainage and utility issues are addressed in the City Engineer's memo. Retaining walls will be constructed on the west side of the site, adjacent to the drive aisle which will provide access for the underground parking • S:\PLANNING\SCOTT\CU005.DOC Memo to Planning Commission February 29,2000 Page 3 • Building Elevations Face brick and stucco are the principle materials found on the west and south elevations. Large display windows also cover most of the lower half of the west and south sides of the building. The east side, which faces Evans Street, consists of face brick and split faced block and the north side, which backs up to the back of the Amoco store, is rock face block. Two cupolas are located at the southwest corner of the building. A dumpster enclosure will be attached to the east side of the building. The exterior of the enclosure will be face brick to match the building. Landscaping The landscape plan as proposed is insufficient. It does not provide the number of plantings required by the code. Staff is currently working with the applicant on a landscape plan that meets the requirements of the landscape ordinance. Changes will include additional street trees, additional shade trees on site and in the parking lot, ornamental trees and some evergreens. Signage • All signage shall comply with the Hillside Crossing PUD Agreement. The agreement allows one freestanding monument sign no higher than 10 feet and no larger than 100 square feet. The site plan shows a monument sign in the northwest corner of the site, along Highway 169. The PUD agreement also allows 2 wall signs. The building elevations show a wall sign on the south side of the building and one on the west side. All signs will require a sign permit. There is an existing entrance sign at the driveway from Evans Street. The sign currently includes the Amoco emblem, the applicant can also have a similar sized emblem on that sign. The site plan should be revised to show this existing sign. The existing Menards/Goodwill sign will also remain. The developer, Phoenix Enterprises, will have a private sign agreement easement with the owner of the Harley-Davidson dealership in order to retain control of the sign. Recommendation Staff recommends the Planning Commission recommend approval of the preliminary plat request for Harley Addition with the following conditions: • S:\PLANNING\SCOTT\CU005.DOC Memo to Planning Commission February 29,2000 Page 4 • 1. Park dedication fee shall be paid prior to releasing the plat for recording. 2. Surface water management fee shall be paid prior to releasing the plat for recording. 3. All comments of the City Engineer shall be addressed. Staff recommends the Planning Commission recommend approval of the conditional use permit for the Harley-Davidson dealership with the following conditions: 1. All comments of the City Engineer be addressed. 2. A landscape plan be provided and approved by staff which meets the planting requirements of the landscape ordinance. The landscaping shall include street trees along Evans Street, shade trees on site and on the parking islands, ornamental and evergreen trees. 3. Curbed landscaped islands be provided at the west and north ends of the center row of parking spaces. • 4. All signs will require a sign permit and shall comply with the requirements of the Hillside Crossing PUD Agreement. 5. 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In witness 197TH A-VT __.___. --- --- , . -- ..-- — I.__ _ _ its proper _ 0 PHOENIX E ells) , 1 1 I 7.--• -.., I I \ Rich 1 - I f. -, .--.- . J. State of SCALE II 1 -y., ± County of Ikl FEET „--t. '-' I / I I Z I 0 1/4...; \ .,_ \\ -,--, __ _ The foregoi 0 100 200 1 I r,--S 137•56' 7". 5- E 306.97_ .:---- - ,---- ,- the Chief 1 NCH - 100 FEET 1 ..--,- ---- eNt--c,t7Y,4AcrEAsaw. :Z' I I I ,1 1 o' i Isi/7 PER MIME -—' • NI CROSSPC/MEE .•J,• g • DENOTES RON • f ,tr?'' :LOT c,, 7 1 IACta.KENT FOUN3 •3 t , ,:',-, • '• BLOCK 1---_,'h &J ,-- : .., --,-... BY 14 NCH RON !j r , ... .- 4.7., ......, I hereby eel PPE SET wITH A .5 ,--, , 3 . __. c..., 0000, ,',‘..: ...,..,,,, 4 7.. ,,,,,-, plat is a cc eusnc PLUG sTAWEDI! L i g , Z...0 R.L.S. 2175.3 af,,,d .... ,o....06•40,,p - ,,, -.,:y ,---...' e- that all mot ,i g ..,....,. ' v?.1 ,./.:, 5......", s 16.00,,,,,$)- : 'cf, c.,,,,..^' / . ''.-1,-/-4.. =—=DENOTES CONTROLLED I, .-:-.„.. !/ I I,,11 .....2 •-•, -....„, , specified by , ..'"x. .., • ACCESS _ ' '-- fst' - ,-.7 6-. " o.k. • — f It.Q 4 5 ,-...; ,"-- _- r — >4;.: ',.':::,•-• -. FOR 11-IE PURPOSES OF INS ' H'—' ' 5o1,, !! ,,, ,----', - s // no wetlands PLAT. TK WEST LK OF TIE I ,-_,:_ :. --li,-.7„.4. .," ,... ---....; PLAT OF 11.LSCE CROSSNG I ' ,....., THREE 6 ASSUMED TO BEAR tri I ti,'''' „," SOUTH r03.08" WEST. . - I, ,i.-A ' - '-'-., / 1 __,C't ,7.-•- State of Mi County of I I I '.„f• 4....., / -,\.' I 1 , II 7! .0 / -,-, ..1.-'-,-- The foregoi i ! - C_Y- Anderson, At z -L / 4- I 1 . . ..7-- 1 - 4 r_n iiii l''' 1 ^ II I •-•-i I ,..‘ I ----. , S. ..., • .....: 7:1 Approved e I -r et - day of .., . _ • ___ SEC.27.1.3.1.R.26 VICINITY MAP I hereby cc as to form I hereby certify taxes payable in the year on lands herein described ore paid in full, and there ore no delinquent taxes, and that transfer was entered this day of 200— Pursuant tc Sherburne County Auditor/Treasurer compliance I hereby certify that this instrument was filed in the Office of the County Recorder for record on this day 200 at o'clock-__-M. and was duly recorded as Document No. • Sherburne County Recorder , 6 4 ..... OFFI0N CITY OF ELK RIVER SHERBURNE COUNTY, MN. PERSONS BY THESE PRESENTS: That Phoenix Enterprises LLC, a Minnesota Limited Liability Company, fee owner. swing described property situated in the County of Sherburne, State of Minnesota to wit: t IN LSIDE CROSSING THREE, according to the plat on file and of record in the Office of the County Recorder, ie County, Minnesota. 1 the same to be surveyed and plotted os HARLEY ADDITION. whtreof Phoenix Enterprises LLC, a Minnesota Limited Liability Company, has caused these presents to be signed by officer this day of 200 ITEERPRISES LLC. s d C. Foster, Chief Manager e ,nstrument was acknowledged before me this day 200_ by Richard C. Foster. onager of Phoenix Enterprises LLC. a Minnesota Limited Liability Company, on behalf of said company. Notary Public County My Commission Expires t:fy that I have surveyed and plotted the property described on this plat as HARLEY ADDITION; that this rrect representation of the survey: that of distances are correctly shown on the plat in feet and hundredths of a foot; ments have been or will be correctly placed in the ground as shown within one year after recording, or sooner, as approving local governmental unit; that the outside boundary lines ore correctly designated on the plat and that there ore or public highways to be designated ether than as shown on the plat as defined in Minnesota Statutes 505.02. Subd. 1. Charles F. Anderson, Land Surveyor Minnesota Licence Nc. 21753 nnesota i nnepin a instrument was acknowledged before me this day of 200 by Charles F. innesota License No. 21753. Notary Public, Hennepin County, Minnesota My Commission Expires January 31, 2005 nd accepted by the City Council of the City of Elk River, Sherburne County, Minnesota at a meeting held this 200 Mayor Attest Clerk rtify that proper evidence of title hos been presented to and examined by me, and I hereby approve this plat and execution this day of 200 Elk River City Attorney Sherburne County Ordinance Number 006, I hereby certify that this plat has been checked and approved as to with Chapter 505, Minnesota Statutes this day of 200 tirh.Sherburne County Surveyor � � r ZYLSTI. 6. HARLEY - DA . , E-\-. VEHICLE ID REQUIRED UP TO$200 FNE `d' FOR VIOLATION __ ---S 87'56'52" E 306.97--- a � I MONUMENT SIGN BY • • • �� $i SEPERATE PERMIT UTIUTY •&DRAINAGE EASEMENT o � eZ PARKING SETBACK 1 0 '< ON STALLS ADJACENT n a BUILDING SETBACK TO 6•-0"AISLES ONLY ----I it BITUMINOUS 150W H.P.S.•10'-6" PAVEMENT ABOVE GARAGE FLOOR �' k I INTERIOR ROOF DRAIN AND E A 6"•CONC.FILLED OVERFLOW SCUPPERS __ PIPE BOLLARDS SEE ( '`� i (3 THUS) -I DETAIL 5/A1 (2 THUS)- �_ _ \ I I I RETAINING WALLS • I VERIFY SIZE AND LOC' I `'--- W ii I E � I W/CIVIL ENGINEER 11. $Ti 71 o 0 10' 16' Y4•-6 tz'-4' Dllo PROPOSED BUILDING ®ACCESSIBLE PARKING SIGN APPROX. 17,930 S.F• I2.-q.(9'-1 SCALE: 1'.. I'-O" 3 it j MAIN 500 ,z Di ENTRY SERVICE B NIK110U5 PAWNG TOP SOA. - 1 ENTRY B 6/12 • . J 21h ! II ' ACCESSIBLE PARKING I �I�, SIGNAGE AND CURB CUT ' fY-----r L.B L • t• SEE DETAILS 2/A1 !4/A1 r � �,]����� VE o� TNN 400W N.P.S. • / CURB ./1 ETE .."-"„-"' MOUNTED ON 25'-O" . IT S I n PARCONKING PAD BITUMINOUS PAVEMENT �� / - POLE(.5 F.C.) N Mi COMPACTED EARTH - / i 16110" 24•_0' 77 •I / Aid ®B6-12 CURB AND GUTTER 1 ! I SCALE: 1' - 1.-0" / 15iI ..S7' / ~�/ I , I BITUMINOUS o 86/12 CURB AND , •• a ^. e • 1 PAVEMENT ,(UTTER SEE OTL 3/A1 J G • �/ e • • MOUNTED ON 25 j...1._ - SINGLE 4001•I N.I / i II. I 10'-0' ____.{__ 87'56'52" E185.67-7;0 ot„/ POE .5 F.C.) �._Q., •• G • --- 185.67-�O! • ,• s- • , G • G EXISTING ,G�44�''g?/G4'�. ROPE Up1. aiii MENAROS SIGN tea`' / •A MAX Y. b(I SIGN EASEMENT �J`_ p P • m Ew • d� �puTM g g1AMAGE� . /:t: / . ACCESSIBLE CURB CUT I / ��A ®SCALE: 1/4'-1'-0" I / / 1 RE REWI O kii 6"1 ST.PIPE I I/ FILL W/CONC V ROUND TOP o PANT BOLLARD / 1 I ,1 30 LB FELT JOINT MATERIAL TSP. 0 < _ GONG SLAB ' I =Q 0.=1r 4 tm 12'1 FOOTING 12'/ V 1 ®6" BOLLARD DETAIL ®SITE PLAN SCALE: 1/2' = 1'-0" 1' 30' COMMERCIAL PLAN REVIEW FOR CODE COMPLIANCE R A A. GENERAL INFORMATION Project Nome Zylalra Haley-Davidson A Project Location: Elk Rha,Minnesota V ' D S O N Zoning 2 Lot S02 dc81.081 s!. Zoning AndUse fond ac PUO Building Coverage 17,930 aL/88.081 at.-20.4% B. APPLICABLE CODES: 1. Uniform Building Code 1997 Edition(USC 1997) 2. Elk River Ionslg Ordinance Current Edition 3. Minnesota Stole Budding Code 1998 Edition 4. Minnesota Diiroblilies Code 1999 Edition LAM PER T 5. Minnesota Plumbing Code 1998 Edition 6, Minnesota Electrical code NEC 1999 Edition ARCH I T E C T S 7. Minnesota Energy Conservation Code 1999-2000 Edition 8. Uniform Fie Code 1997 Edition 13837 NE Lincoln Strut 9. Minnesota Fine Code 1996 Edition Horn Lake, MN 55304 1.1 10.MMnaoto H.V.A.C.5 R Code 1998 Edition 11.Uniform Medlanicol Code 1991 Edition bmpen.lampen-a mA nm Mum.612.755.1211 .eorn 757.2/141 I 12.Elevotor Solely Code C. OCCUPANCY GROUP 1999 Edition Group'B'-Office(UBC 304) ARCHITECT CERTIFICATION: 1 • Group'S-3.-Storage/Garage(UBC 311) I HEREBY CERTIFY THAT DRS PLAN.ASH Z Group H-4-Repair Garage(UBC 307) sPEafICAtton OR REPORT WAS .LOSURE PREPARED 9Y ME OR UNcoO MY wECi D. TYPE OF CONSTRUCTION SLPERWaleri Afro THAT I AM A DULY I I C�, Type 1-N-An Materials to be Non-Cambuetble-(UBC 603) RE�IFRED PRafE Al ARCHITECT C-' Fully DING rAd In compliance with UBC steadied 9-1 and 9-2 OF MNNSUTH.UNDER THE LAWS a TME s RC CO• E. BUILDING AREA, HEIGHT OSi1NG I Total Square Feet 39,939 sf., 2 Stories 4.Bmarnent s0Arwc IVEWAY . CD F. ALLOWABLE HEIGHT AND BUILDING AREA Z Allowable Height(UBC 505.506.Table 5-B)55'-0'2 Storks er"min^^ax no. '3 I ' �f 2. Proposed Height-38'-2 -2 Story+Rosemont 3. Area Oct / r�fAllowable ea-8,5-3 Type -N ✓ 12,000 S.F.s Seporotton(UBC 505)3 sides 100%-24,000 S.F. W 24,000 S.F.+Multi-Story(UBC 505)200%re 48,000 S.F. / 48,000 SF.+Multi-Story SprNMv System 200%-96,000 S.F. Riverside • 4. Allowable Neo-H-4 Type 1-N Development / 7.500 S.F.x Multi-Slay Sprint*,System 200%-15,000 S.F. 5. Area Check-38,182.5 s!./66,000 sl.-39.6% 19230 Evans Street Q 1,756.5 sl./15.000 at.-11.7% Elk l Phone (612) 24ver, MN 55 801 39.6%+11.7%-51.5%<100% b REMOVE ISLAND G. OCCUPANCY SEPARATION (UBC 302.4) I Hour Ocaponcy Separation Between 8 and S-3 Occupancies1.1 1 Hour Occupancy Seperation Between 8 and H-4 Occupancies ft , H. AREA SEPARATION (UBC 504.6.4) U j r Not Required �r A I, FIRE RESISTIVE RATINGS (UBC TABLE 6-A) L 'Y r7� 1. Exterior Bearing Wale No Rryukemenls O N 2. interior Bearing Wale No Requirements 3. Exterior Non-bearing Walt No Requirement 4. Structural Frame No Requkernmb O 5. Permanent Petitioner No Requkemente 6. Shaft Enclosure 1 HR. 7. Floors And floor Ceilings No Requkcnmta ./� 8. Root and Roof Callings No RNryieunenh C , o 9. Exterior Dome And Window Not Permitted Lea Than C00 5 Fat,Protected Les Than y • 10 Feet 1 73 J. OCCUPANCY LOAD (UBC TABLE 10-A) > C 3 e Occupancy Load As Noted On Floor Plan, Total Occupants-23 •C K. EXITING CO� ,.s. I. Number Of Exits(UBC 1004.2.3) W Q -0' 233<501 Occupants-2 Required,6 Provided L 2. Distance To Exits(USC 1004.2.5) ( oj Less Than 250-0' 3. Distance To Exile(UBC 1003.2.2.21) }e 100 Lineal Feat 0 Exterior Wow High-Pled Storage Is Provided ie- 4. Corridor Width(UBC 1004.3.4) W 44'At Occupancy Load Greater Than 49 5. Arrangement Of Exits(UBC 1004.2.4) 0 W Not Lea Than 1/2 Diagonal Overall Bolan Dimensions 6. Exit Width(UBC 1003.23) CL. Q Min.Clea Width 32'Pr Door O 7. Door Width(UBC 1003.3.1.3) All Exit Doors Are Min.3'-0'in Width L B. Door Swing(UBC 1003.3.1.5) Done Swing Out Were Regained Cies 9. Type Of Leek Or Latch(UBC 100111.8) Openable From Inside Wtlhout Use Of A Key. L OTHER 1. Building Is Accessible 2. Roof Access(UBC 1003.3.3.11) 60'Ships Ladder 1 Roof Hatch(UBC 10011112) IOTEi• Not Lea Than 16 S.F.With Min.Dimension Of 2'-0' AIR/REPLACE CURB WHERE 4. Draft Stops(UBC 706.3) ED 0 EXISTING DRIVEWAY LOCATION Not Required Drawn Bp 9.18,PMW 5. Recycling Spon-Interior Trash Endows(MSEC 1300.4700) Checked By.LL,DAL M. PLUMBING FIXTURES - INCLUDING ACCESSIBLE (UBC APP. CHPT 29) Revisions Based On Occupant 1. Wotor Closets 1 2 1 02.11.00 CITY SUBMITTAL 2. Urinals 2 - - 3. La atoia 2 2 1 4. Fountains 1 S. Service Sink 1 N. PARKING 1. Office 4,079 sf.01/300 al, -14 Spaces 2. Warehouse 20,855.5 sf.0 1/2000 a.l. -It Space. 3. SToaoom: 13,248 sf.0 1/500 er. -26 Spoons 4. Retook Geroge 1.756.5 ed.0 1/300 orf, w_._6_,Sggese S Parking Provided -70 Spaces Et Underoround Parking -7R Snare 7. Total Perking -98 Spaces B. SRA Size -9'X 20'Stalls SITE PLAN 9. Striping-4'White Strbes 0. PAVEMENT DESIGN: 1.AI Drive Aides And Trude Maneuvering Areas 1-1/2'Bituminous Wear Cars MN.D.O.T.2331 Type 41 Sheet Number 1-1/2'Bituminous Binder Course MN.D.O.T.2331 Type 31 NORTH 6'Compacted Cas 5 Bos MN.D.O.T.3138 2 • Poking Ares Al - " 1'Bituminous Wear Course MN.D.O.T.2331 Type 41 1'Bituminous Frit*,Course MN.D.O.T.2]31 Tpa 31 4'Compacted Does 5 Bas MN.D.O.T.3138 qqqq 3.Note //'� / ^ ,,,///A Verify W/Existing Soh Conditions /// {/ sir/ J HARLEY I PRELIMINARY• GRADING, DRAINAGE, MIN ELK RIVER � i 1 VICINITY MAP 1I i I � I I 1 I1 I I 1 1.•_____-.-:-,,,,i,....,-1-::::,,,,,.:, II i 11 I II v f I' I ROCK CONSTRUCTION ENTRANCE II I } ' GENERAL NOTES i I ' 1) The information shown on these drawings concerning type and ' location of existing utilities is not guaranteed to be accurate or all inclusive. The contractor is responsible for making his own determination as to the type and location of utilities as may 5.RCP•2Ox ,o 73be necessary to avoid damage to these utilities. STOTn1 SUER a 2) The contractor shall be responsible for existing utility locations. Call Gopher State One at 454-0002 for locations. 3) Removal and disposal of existing street materials as required I I + for construction is incidental. 41104) Saw cut exist bit to provide butt joint (incidental to street restoration). I ' r f r 0, i A ROCK CONSTRUCTION ACCESS ROAD SHALL BE INSTALLED AND MAINTAINED AT i!' ••'.�.•.ia / ENTRANCES TO EXISTING HARD SURFACE ROADS. ROCK ENTRANCE SHALL BE NO ..::•:..r••'..4..V. LESS THAN 50' IN LENGTH AND AS WIDE AS NECESSARY FOR TRAFFIC. USE 1- A :r.44,-114"..4;!..,4•1P4'.• A TO 2- WASHED ROCK. iff +:.'tc-;. J ....... f 1 J � g9 NOTE: SPOT ELEVATIONS SHOWN ARE BITUMINOUS SURFACE OR � °1N: IORs I .r.:3:a:,,'.. i.S'?;.; Fara,sou.se two I ' '�` GUTTER UNE UNLESS OTHERWISE NOTED. :.x.:.•...;:••'•..,.•_, marm 1 ma wearieceoes PM NOTE: SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES, `r. Wit AROUND STORM SEWER FLARED END SECTIONS AND OFF n'' .anum�wrK70111P F. C STREET CATCH BASINS. l\ \ \\ EROSION CONTROL NOTES s ,,•. ...a..a \ \ \ \ i:,•r`,... 0.4.I:,•. •1> . • ].'a•1.1.•w �..a•.: �Rle1 TANK il\ /- - �f6_ ) PRIOR TO ROUGH GRADING INSTALL SLT STOP FENCES N LOCATIONS SNOW so:son A-A ! /ice \ ----.- (I ADOMCNAL SILT STOP FENCES Wt.L BE REWIRED*WERE LOCAL CONDITIONS REOORE I \\� (2)EXCAVATE POND 1�'-LM a+w.nts fGT.I (3)PROVIDE NATIVE TOPSOIL, SEED. AND MULCH ANCHORED WITH A STRAIGHT tY 4 24• 10 42. 23 1. _ STRAIGHT SET DISC 1,411-NN 14 DAYS OF ROUGH GRADING. iC a 17- 14 u 3344 /! a�< \� \ (4)MAINTAIN AlD REPAIR SLT STOP FENCES(INCLUDE THE REMOVAL OF ACCUMULATED H' 19 / 'L •o \\ SLT)UNTIL VEGETATION IS ESTABLISHED. �� N N RIP-RAP FOR OUTLET TO / I I el\ \ . MOIL DRY DITCH OR BASIN I f ( { \ t&\y t CONSTRUCTION OF A SLT FENCE t `t \ 11010.WYK ADM MO tle at ,A, LEGEND: I I i (1 rt. ) . ) i NRE N O or FARM e I I I II I ( i t.NE NTo Tiff TRENCH 1) Denotes Direction of Surface Drainage 1 I I � 2 Denotes Proposed Contour 1 I 4 Aisi.M it MM./....r,...a.= rum 3))))— —Denotes Existing Contour . I / MEW 4�$ Denotes Slit Fence e 5 X 909.2 Denotes P osed jj11) 4111) I �1=..�11��11= rap Spot Elewtbn � '' �,.�. � SITE PLANNING ENGINEERING1 I herby certify that thin port was papered by me or under I r / �l my died wpervtision and that I am a duty registered pro- 7vi-k \ y47E. t enginer under the Ia*-s o/dro Slats of A/Inneaota. - P.OJ4 �s� � {� 9IRC E P1NE LEXINGTON AVENUE N.E Cry\\\`\\` CIRCLE P1NES, MN 55014 (612) 785-104u-% LC5-,o.& p�7E;• Z/11/t7t7 R£C. NO. 18217 )AVIDSON ROSION CONTROL AND UTILITY PLAN IINNESOTA ,` ' \ :\ 1 J 1 I ' , , ap�, ` 941' s l I to ':.: coma ro • Ems - \ *0 , :m WIT 9 a iO . .. ." M Z II E-4 II �� tilt 981.01 V I I I 9BtAI - \) 99 PROPOSED BUILD G I II APPROX. 17,930/S.F. i I II I F.F.E. 995.50 99,s4 e 1 ct A el- W 11 I or 41,1; I ,:\...........: _ /// i 1 il � X fr;:11:• 4Y.H. meagzi•. cog .. co:),Q. , # \\ q,. \\ .��fi 4y �6` t:� 992.04 991.56 .ii .� 1' / //LE.99099 gr . 17?. / uSeao (15)1( ...1'.."--"" \ 96696 i ; 1,47 ENTRANCE // /f — �^, \ \ r / � ,, lip�..i/ _ � i/ s— 990 �/ d �/ 8 / /% N - 4 4.ioIv w� / �% i N.-- #.71 ��� 'moi // t 4 // // // 1 /// // k 1,1, 1 �1 GRAPHIC SCALE PREPARED FOR i pa'waft ' 447E 2/11/GV ne Riverside Development Corp. C.G.S. SHEET 19230 Evans Street c° / 1Si R Elk River,MN 55330 Ci Tel:(612)241-1801 `c.w.P. r � I • -- -- UTILITY 3 DRAINAGE EASEMENT 17. .C°7.' • • SOO • OB 4:'''4 —__ SOD - SUMAC 05.-0. o °O I O.C.IN ROCK 001. 000' 008°8804 • MULCH W/ LANDSCAPING 00000080° BOULDERS a�op Oo 10-• o oo°000 I PROPOSED BUILDING 8 O I W . •001 I w oo o,..o ...—+ / X00 0• ii Z ..(3•o 44 p • ip oma' n ` f.�..:/ ©IO ,Cc,�. ISI '::'�i/1t �\ / �' h..L b P TYPICAL �` .vtic. ROCK MULCH . f I . o I � '�4T. „. . • • I °10 / JLHIiJHJJL 9 i.,-...,.....„..., 1 / SIGN EASEMENT / •ll / / . U¶UTY A[DRAINAGE EASEMENT / I / I / • I / if Alma f \‘ L � _ LANDSCAPE PLAN I VA is ®1'm JO o L t'i\ 4\ o If"I f. Z 0' r LAYER W000 CMP MULCH --11141/4. TURN BACK BURLAP E-4 SAUCER PLANTING SOIL 1111111Ca�4w.: S:*dil�.,. FERTIUZER S - 1EWN'Tk111111 0!1= REMOVE WIRE AND PLASTIC Z fllalkl'Ca:ggW1 11 W , \ 16'MN. F-�1 ®SHRUB PLANTING DETAIL NOT TO SCALE Riverside Development 19230 Evans Street Elk River, MN 55330 Phone(612) 241-1801 196Thr r -...'.'. IVill. MAINTAIN TREES NATURAL Z FORM BY FLUSH f� BRANCHES FLUSH WITH BARK \ - PRUNE FOLIAGE ONE THIRD < , DO NOT AT LEADERS TRAC V I STAKING AT CONTRACTORS OPTION Q +�+ / cie Q N G7 PAPER TREE WRAP < C E .111 SHALLOW MULCH NEAR TRUNK(I MCH) 1.1V1.016' CI O1 DEPTH 4'- .12'FROM TRUNK . 1'-2'ABOVE • MULCH TAPERS TO 2'-3'DEPTH O PERMETER C^J m GRADE i EXISTING GRADE 1 ti) --.II- N-11=II whit irm-d=11=11=1- GRADE PERIMETER CUT -an= q= 11'= 11=11_};. -11=11=11-" 1'-2'DEEP TO HELD MULCH - 11=: 11=11=" 1.-11 1111 T1111 II Il` PLANTING SOIL MIXED'MOH W Y TBALL WD MIN.SOX EXISTING STE SOL �.. (y,1 ACHIEVE PROPER SOL TEXTURE FOR TREE 1�1 A/ ��MOTH IF UNKNOWN,MIX A SANDY LOAM SOIL. 1�l LL < I ®TREE PLANTING DETAIL NOT TO SCALE Drown By. BJR,PMW Checked By.LL,LUL PLANTING SCHEDULE Revi:Ion. TYPE BOTANICAL NAME COMMON NAME CITY. REMARKS 02.11.00 GOY SUBMITTAL O AGER SACCHARUM SUGAR MAPLE 1 J CAL MB ® MALIUS RED SPLENDOR ' RED SPLENDOR CRABAPPLE 2 1.5'CAL B/9 © PICEA PUNCHES COLORADO GREEN SPRUCE 5 6 TALL 8/9 VIBURNUM TRILQBUM COMPACT AMERICAN 23 12'TALL 'COMPACTA CRANBERRY BUSH MBURNUM ppT Q RIES ALPINIIM ALPINE CURRANT 27 12'TALL POT Q CUTLEAF SMOOTH SUMAC RUNS GLABRA 134 12'TALL LAONIATA POT LANDSCAPE PLAN NORTH NOTES: 1. ROCK MULCH ALL smug PLANTING AREAS. Sheet Number 4$ 2. MADE UNDERGROUND IRRIGATION SYSTEM FOROR ALLALL BOOTED AREAS&NEW PLANTINGS. • (Al if /'4 i L1 J Nay / —'n_ ,� ol—'E ll 0 J \' / ! 'D 1V�IOO i 4 m� O Oq- fig // g, a O m G O / 4.0-.OL J b / \ Lr_o n I ~ \ I N i sy ilkilI 11V411w �I o LLL < I ' ry Y I I b i W I .. J ~NU Y\ Vr u I o • 0 0 N iiiihik9EN \I ti...4 \ Is I mo \ \ M I N wo n \\� TIc I o iv r i O I f \ 4 • \ I \ " I i I . \ I / i N ' \- V \ I� \ \ u' ',4j' \ \ y\ - - _ s tivl \of f I/ rQ O\ '' 7- '.7-'7....1' �� p o-,sr .o-.x IL .0-.01 / .r-.Iz / r-SLI / r' -`-`. C% • •• 6mp•iv-A.i.oH\UO,WH :.oowIu L _J L A Q © o , / 36'-0' / 21'-0 / I. AM PER T ARCHITECTS 84'-8' 12•-0' 13837 NE Uncoln Street s / IHam Lake, MN 55304 !M( Plena:612.755.12 I 1 rae:612.757.2142 lomp.M lampa.t-art.eam . . . O ARCHITECT CERTIFICATION: I HERESY CERTIFY THAT TR!PIAN. spconcATTOH OR REPORT 143 WASH BAY TRASH I PREPARE°BY NE OR IA10ER MY OWECT — D SI.PERMSIOI AND THAT I AN A DULY ENCLOSURE RECCHERED PROFESSICHAL MCIRTECT Np(R TIE LAW.CP 1HE STATE RAGE Or MWNESOTA )UNTER)1 s 7. SHIPPING AND RECEIVING ar"6T� le 1,339 S.F. CERTUTION H1. 4 OCG I I MI a. T�o Riverside } I SHOWER — — Development ENGINE ROOM I b S 19230 Evens Street - 114 S.F. Elk River, MN 55330 I 1 I c OCC. i Phone(612)241-1801 LOCKERS m� I 1-,-) 80 S.F. -' L — — - 1 •t 2 OCG IIS MACHINE ROOM 133 S.F. BAY 7 — BAY 8 1 OCC. I L — J I Z O c BAY 5 BAY 6 > C AGER C SERVICE AREA 0 1,754 S.F. CYCLE STORAGE 18 OCC. 886 S.F. 3 OCG li4- �. BAY 3 BAY 4 J >' oC )MENS oeW BAY 1 Ir -1 BAY 2 -I . N I I I I 17, l 1 _ SERVICE E MANAGER 100 S.F. 1 OCC. MOTORCYCLE STAGING SERVICE 1,291 S.F. Drown By. PMW,Bit WRITE—UP 4 CC Checked By.LL Longon // I _ —I RoWslans 02.11.00 CITY SUBMITTAL Io 1 b, — — J iQ -0- '� ° °� / 34'-8• FIRST 2'-O' FLOOR / PLAN NORTH Sheet Number 0 i f �- A2 J 1 • 0 . 6 CEDAR SHAKES 12 10 O 0 WROUGHT IRON EMTOP OF MASONRY 1 �� 12 KIIF SCALE: 127-I' \ 10r PREFINISHED METAL STUCCO ACCENTS PRE-FINISHED METAL CAP FLASHING AT WINDOWS CANOPY 4 TOP OF MASONRY __ - SCALE: 124-B" _ aL BUSINESS IDENTIFICATION 1 SIGN =M d ...,.._._______ SUCC =---STTUCCOO ACCENTS =_ ' ii 111 111 ill in U.L FINISHED FLOORcr - _ — SCALE: 100•-0" _ BRICK _ j/ �j � I f�i /// //. _®..® =moi//1111 —_ ErANODIZED ALUM. WINDOW FRAME W/ _IS s. /'EV/ ®/ / % ®���~ -�� I.INSUL GLASS ==j i ,1 ®�MM— M V4 Aa ...ALE:D1 FLOOR _—_ mow 11 -_��M��� /BI//I® y I I I I I I I I I I I I 9. SCALE: BED DOFLOOR L II __ eSOUTH ELEVATION SCALE: 1/B'-1'-0' • 4 TOP OF MASONRY SCALE: 1 a / __. MI MiliMill HA(RLEY-DANDSONffi-i', AL FINISHED FLOOR ®® / AEI ®I SCALE 100•-0" C.J. IIMINIS c v AI SCALE:L.L.FINISHED FLOOR E BB'-0" C.J. L _1-:„/---/—NOT - STET Z TO I / a2 '.- WEST ELEVATION � N '/./ � ®SCALE: 1/e' - 1'-0" J e 1 ( ( L (/ A LAM PER T ARCHITECTS 13837 NE Lincoln Street Horn Lok.. MN 55304 ILL PMn.:612.755.1211 rot RI 2.757.]641 bmp.rla iamp..1-arcn.cam UGH TED SIGN 1 ARCHITECT CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN. - SpEOFlCATIO/OR REPORT SAS PREPARED RV ME OR UNDER MV ORECT — SPERNSO/AND THAT I AM A DULY _ ® III /.lI RE051ERID PgarR390NA1 AROCTECT IUNDER 111E U11B DE THC STATE 1 �� S THE TA it HARLEY-DANDSONP. 5101An,RE o e 4...,..,............1== anm.AT.R No. DATE ✓�// TRASH ENCLOSURE Riverside \\ Development "- C.J. C.J. 19230 Evans Street Elk River, MN 55330 Phone (612) 241-1801 -- Z 0 RI Lf O ea alC C Di_ J su 12 J ._ FAIIW ' N c LU imOm ;!•i! is I //� = __ U... —— - - _ --- - ®® = _ j j�//,=EME o= Drawn By. PML. ML ® JR ®_ Checked By.LL,WL / r �R�� Revisions r!®®- ...E1111111111'% 02.11.00 CITY SUBMITTAL • FOOTING AS REWIRED SOUTH/ AINTAIN MIN.FROST DEPTH WEST ELEVATIONS ` Sheet Number 4 / q- ,J / A3 I- , ROCKFACE CONC. BLOCK aill TOP OF MASONRY PAINT TO SCALE 127-4- \ MATCH STUCCO AITOP OF MASONRY I I SCALE: 124.-8" FACE BRICK H Et .. U.L FINISHED FLOOR SCALE; 100.-0— TRASH ENCLOSURE — F._ ALFINISHED FLOOR SCALE: 100'-0 I C.J. C.J. •I LL FINISHED FLOOR SCALE: 88O" ®NORTH ELEVATI4 SCALE: 1/8'— r-0- OO OO ROO(FACE SMOOTH F,I As TOP OF MASONRY / / I i PANG TO PAINT ACC 4IFSCALE: 127-4" \ ((I I (/1 MATINTO MAIC TO MATCH S1UCC0 MATCH STl ` 4) TOP OF MASONRY SCALE 124'-8" II AL U.L. FINISHED FLOOR SCALE: 100'—O" / AlFINISHED FLOOR /= SCALE; 100—0" C.J. C.J. 1 1 v 4) LL. FINISHED FLOOR L —_ SCALE: 58.—o- C C i ®EAST ELEVAT101 SCALE 1/8' - 1'-0• • iii,Li U 1 0 41 / is) /1 L L 0 0 N / LAM PER T ARCHITECTS 13837 NE Uncoln Street Ham Lake. MN 55304 i•i PMest 2.755.1211 F..:312.757.2141 Mmp..p Iamp.n->eA.c.m - - ARCHITECT CERTIFICATION: HEREBY CERTFY THAT TMS PLAN. SPEOFlGTION OR REPORT WAS PREPARED BY ME CR UNDER MY DIRECT SUPERVISION AND THAT I AY A MAY REGISTERED PROEESSIO/AL ARCMTECT UNDER THE LAMS OF THE STATE OF YRRESDTA 11\`g11 RaM1LFE C.O 1 `1 DAIL A1roN Na. oA1[ .J. C.J. C.J. Riverside Development 19230 Evons Street DRIVE BEYOND Elk River, MN 55330 Phone (612) 241-1801 NOTE: STEP FOOTING AS REQUIRED TO MAINTAIN MIN.FROST DEPTH )N Z Q O ed ..A O to QC CC_ N Q C J I to 22 .CE CONC. / W ENTS Y CCD N W Drown Bp PMW.9.R Checked By.LL,LML /d Revisions 02.11.00 CITY SUBMITTAL C.J. C.J. NORTH/ EAST ELEVATIONS Sheet Number A 4 r 0 0 0 0 . 164'-0• I I I I 40•, 25'-o• zr-o• zY-o• R L R , _ __, I I I 1 ler-0'x10'-0•I I I I e O.H DOOR I I I J I I BEAM LINE� I I —1-=_----Z. 20'-0• 7 2Y-0• � 20'-0•= - - _ � — N R PARKING I I 7,739 S.F. a 39 OCC. t* - ,— - - I h I I STEEL PRECAS 9R 171 I I I LI I I i S'-4•/ ,_F - - 9 0- _ 0 o I I I I 6 I I 20 7. I I I I Y n R I —4 I I I O v / 21'-4• / 10'-0• / 62'-8' 1 - / 165'-4• I. i a 0 BASEMENT PLAN E; fr* ; 1i8•- 1'-0• r_ f ( t (ir_L 1 L A o © o , V-0. I Jo'-o' ' 2.Y-o' , LAM PER T QI ARCHITECT S 13837 NE Lincoln Street�� I I \ \ O Hor.tLa)55.1 MN r 304)STMI Iamp..N omp..1-aren.a.m MECHANICAL ROOM ARCHITECT CERTIFICATION: I I 176 S.F. I HEREBY CON CY MAT TIPS P , SPECIFICATION OR REPDItT W PREPARE()BY ME OA UNGER MY DIRECT SI.PERNSON AND MAT I AM A OILY REGISTERED PROEE59M 0NAL CMTECT I I\ UNDER ME LAC OF M STATE k.I OF YNNESOTA - RCNANAE C SIn1..N NO. E I 53,— — oerz I I — — --r — _ — \ — 0 Riverside ELEN. Development MECH. 1923 0 Evens Street i Elk E MN Street 5330 Phone (612) 241-1801 ro I STORAGE 8,320 S.F. n 31 OCC. 7 - - -.0 © 0 2 UMNS FOR I I Q N (d T FLOOR FRAMING CI 4.+ O ee > tn a) I I Q C II :, I- 0 I I 1 d J (Y fir. W — m — m — _ — 0 _J u� N Q I I = I I I Drawn By. BJR Checked By.LL,UAL S. — O Revision. 0 I 02.77.00 CITY SUBMITTAL I T..)I b 2.0'-0' 1 51'-4' .r- BASEMENT PLAN NORTHSheet Number __ 0 A 5 ,..-......f / J rII O 164,-0' I I • 4.-0./ / 52'-0" / 51._0. a7-o' \ \ I I STORAGE // 325 S.F. 1 OCC. 0. I CLASS RAIL WALL TO ROOF DECK AND 4'-0' DOOR rDay•w I \\ O \ OPEN 0 //////4„///41°241" MOTORCYCLE , D AC• ORY SN• ••• BEL• GLASS RAIL 4, I 7 \ dr 1 b k \ 1 -0 VI /I b Vii 1 -,,\ x • 13 1 0 DISPLAY •I G b b 111110PP 0 \ 'CYCLE D ACCESSORY b 15'_4. i SHO •• BELOW to..‘ 1 A.-- 1? b / GLASS RAIL 11 H DISPLAY C BALCONY I _- ._ m -- ---i-- "n f / 21'-4' / 10'-0' / /4'-0'/5'-0'/4'-0'/S'-O'/4'-0'/5'-0'/4'-0'/5'-0'/4'-0'/5'-0'/4'-O'/5'-O'/4 I: 2'-5' 165-4' 3 . k te2 g () Gi\jAk.._ ®SECOND FLOOR F E o r‘, 1 V 1/6' 1' 0 (4079 S.FLiZ O © O L , A 36'-0• ! 21'-0. / -0'/ / / 64'-0' LAM PER T - • ` \ O ARCH I T E C T S 13837 NE Lincoln Street Ham Lake, MN 55304 III • Mwn.:612.755.1211 rn.:612.757.2141 b mp.M i e mpwl-aree.ee m ii O LOUNGEOS STORAGE I ARCHITECT CERTIFICATION: 23 OCC. 168 S.F. I HERESY 1ONCERDI'THAT THIS SCAN, 1 OCC, PREPARED BY ME OR OITUNDER WAS PREPARED BY ME OR TER A 121.1 RCDST• SOI AND THAT 1 A A DIEL UNOIUNDER THE PREF1./1116 AND SOIEL TATE \\ < OF• EIT �aF TME STATE NO. 0 G OAa I01' I m x o Riverside -.0.‘ Development 19230 Evans Street 'o Elk River, MN 55330 I Phone(612) 241-1801 I 1 I O ,_-(7/ m IUNI I - - C1 - - c © O O r a RI 7 OPEN TO BELOW _ v, OFFICE c Q 112.5 S.F. I Its > E/� 1 OCC. Lf W 1 OFFICE p 112.5 00 S.F. .o , 1 OCG v' I 0 1 4) J > li OFFICE 1 Is 112.5 S.F. I 1 OCC. I 6LJ Y o J W CieIN QOFFICE N.112.5 S.F. I 1 OCC. I o ✓ OFFICE , 246 S.F. I 2 OCC, to Drawn By. BIT M - - - - - - - - - 1 • o - O Checked By.LL.LML I Revisions 1 -.—�.__ �_ _._M_— N. ~\ _, _ 02.11.00 CITY SUBMITTAL 0 lo -0' 20'-0' 4'-0' 5'-0' 4'-0' 5'-0' 4'-0' 5'-0' 4'-0' 1Y-8' / / rrr / f ! 1 / / / f ! 2'-1' 2'-e' / SECOND FLOOR PLAN Sheet Number NORTH LAN to 1 A 6 0IF;sedi R. Green CoToany L CONSULTING ENGINEERS February 16, 2000 File: 809480J-0240 Mr. Scott Harlicker Senior Planner City of Elk River 13065 Orono Parkway P.O. Box 490 Elk River, MN 55330-1900 RE: HARLEY-DAVIDSON SITE PLAN REVIEW Dear Mr. Harlicker: As requested, we have reviewed the submittal package for the proposed Harley-Davidson store to be located immediately south of the Amoco Oil Company at 197th Avenue and TH 169. The information we have reviewed consisted of Harley Addition prepared by Lot Surveys Company, a site plan prepared by Lambert Architects, and a preliminary grading, drainage, erosion control, and utility plan prepared by Plowe Engineering, Inc. Based upon our review, we would offer the IP following comments: 1. We believe the plat of Harley Addition is accurate and approvable as presented. 2. The only comment we have on the site plan is that it shows the existing concrete island which divides the two outbound lanes from the one inbound lane being removed. At our staff review meeting, there were some comments regarding this concrete island making it difficult to access the Amoco Oil Company store with a larger vehicle. 3. It is unclear from the site plan where delivery vehicles will access the store. It would seem to be difficult for any larger truck to access the service entry if the parking stalls in the general area are being used at the time. 4. The proposed building has a basement under a portion of it with a driveway access to the basement on the west side of the building. This causes the grades to require a 7-8 foot high retaining wall on the north side of the driveway access to the basement. The retaining wall in this area should be terraced to reduce its overall height. There is also a retaining wall needed just south of the basement driveway access in the 4-5 foot high range. 5. Drainage from the site will be conveyed to the west edge of the parking lot where it is proposed to be picked up in a catch basin and discharged to the TH169 highway ditch. From here, drainage would flow southerly approximately 200 feet to a low area where it will be picked by the storm sewer system for the overall Hillside Crossing Addition. The drainage is then conveyed to a sedimentation pond constructed with the Hillside Crossing Addition, and then ultimately under 193rd Avenue to the regional ponding area south of there. It will be necessary for the developers to obtain a MnDOT permit for the discharge to • the TH169 highway ditch. O:\PROJ\809480J\0240\Itr 2-15-00 SHarlicker.doc 1326 Energy Park Drive • St. Paul, MN 55108 • 651/644-4389 fax 651/644-9446 toll free 888/368-4389 Mr. Scott Harlicker • February 16, 2000 Page Two 6. There is a trench drain shown at the point where the driveway access to the basement meets the garage door. The elevation at the top of this trench drain is 983. This is also the approximate elevation of the outlet to the TH169 ditch. Obviously, gravity flow cannot be used to convey stormwater away from the trench drain. There will likely need to be some type of pump with a force main that should be conveyed to the catch basin in the parking lot rather than directly to the highway ditch to prevent any type of erosion. 7. In the southeast corner of the parking lot, the elevation of the curb surrounding the parking lot is 994.31. Approximately 15 feet away, the boulevard elevation of Evans Street is 990. This will provide a very steep bank leading from the parking lot to the boulevard of Evans Street. We suggest that a small retaining wall of approximately two feet would be better suited here to make the transition from the parking lot grade to the boulevard in an attempt to maintain a relatively flat boulevard area along Evans Street. If you have any questions regarding any of these comments, please call. Sincerely, Howard R. Green Company • y6Z4/P1/aal-e41 Terry J. 6aurer, P.E. TJM:mw • 0:\PROD\809480)\0240\IV 2-15-00 '• ow.a4 C R. Green Company CONSULTING ENGINEERS