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4.2B PCSR 06-28-2016
� Request for Action River To Item Number Planning Commission 4.2b Agenda Section Meeting Date Prepared by Public Hearing June 28,2016 Chris Leeseberg,Senior Planner Item Description Reviewed by ERX Tech Shops—21591 U.S. Highway 169 NW Zack Carlton,Planning Manager • Conditional Use Permit for Active Use Storage, Reviewed by Case No. CU 16-18 Action Requested Recommend,by motion,approval of the Conditional Use Permit with the following conditions: 1. The authorized Conditional Use Permit shall not be recorded until all conditions have been completed. 2. The authorized use shall not begin until the Conditional Use Permit is recorded. 3. The use shall fully comply with all other requirements of the City Code,including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city. 4. The applicant must apply for and receive approval for all required permits before any construction may begin. 5. 44 striped parking stalls shall be provided. 6. An approved site plan showing 44 proof of parking stalls shall be provided to the city. 7. The level of noise from the building shall not exceed city ordinance levels. 8. All comments in the Environmental Memo dated June 14,2016 shall be addressed. Background/Discussion The property is zoned Extreme Commercial Recreation (XCR)where Active Use Storage requires a Conditional Use Permit (CUP). The applicant is seeking a CUP to construct power shops. The proposed project will be a series of buildings to store and maintain recreation vehicles (snowmobiles) by participants/private individuals who will lease the shop space from the applicant. Analysis Comprehensive Plan The property currently has a land use designation of Highway Business. The Highway Business land use ranges from moderate to high intensity forms of commercial development in Elk River.Businesses in this category may be the largest both in terms of size and traffic generation while also providing services and convenience types of business. Market orientation tends to be regional in nature. Development orientation tends to be toward regional highways. Examples of Highway Business uses include discount retailers,grocery,restaurants, automotive sales and service,general merchandise,and professional services. iiiEAE � � r LNATUJRE The Gravel Mining Area Land Use,Transportation, and Utility Plan identifies the subject property as Highway Business and Low Density Residential. The proposed use is consistent with the Comprehensive Plan. Parking According to the submitted site plan, there are 46 proposed parking stalls. Parking requirements are not specifically called out for power shops. The closest category staff can find is for automobile repair service stations,which requires one parking space for each 300 square feet of floor area. This would require 160 parking stalls for the four proposed structures. Staff believes this is too high of a number based on the use and would recommend one parking stall per power shop be provided as well as showing proof of parking for an additional parking stall per power shop. The applicant indicated that 44 power shops will eventually be available on the subject site. Staff is recommending that 44 parking stalls be provided initially and 44 proof of parking stalls shall be shown on the subject site. Section 30-901(a) states all driving areas and parking areas shall be bounded by B612 concrete curb and gutter. The submitted plans do not indicate concrete curb and gutter. The site plan must be updated to reflect compliance with city requirements. During a separate CUP application by the applicant,on the adjoining property,the City Council waived the requirement to install concrete curb and gutter citing the track use is not permanent and that there will be large equipment and vehicles in and out of the property that could easily damage the curb and gutter. The current proposal will be a permanent use with standard vehicles and trailers utilizing the power shops, and staff recommends B612 concrete curb and gutter as required by ordinance Utilities Primary and secondary septic sites have been identified on the property. The subject property is not located in the Urban Service District. Although the current project does not require city services, some of the proposed permitted and conditional uses in the XCR district will require city services and this will have to be addressed in the future. Transportation/Circulation The Fire Department indicated that future access could be a concern according to the submitted site plan. At the time this staff report was drafted, staff has not received comments from MnDOT as it relates to the proposed changes in usage of the access point to this site. Landscaping Per ordinance, 62 trees are required for the subject property. The total number of required new trees may be offset by the retention of existing trees on the lot provided that such trees satisfy the requirements of this section as to size and species. Existing trees between four inches in diameter and less than eight inches in diameter will receive credit for one tree. Existing trees eight inches or greater in diameter will receive credit for two trees. It appears,by aerial photos, they can receive credit for 62 trees, satisfying the landscaping requirements. Staff will complete a site visit prior to the city council meeting to confirm. Environmental See the attached memo, dated June 14, 2016, from the Environmental Technician as it pertains to wetland delineation lines and storage of parts,waste, and other materials. N:\Departments\Community Development\Planning\Case Files\CUP\CU 16-18 ERX Tech Shops\4-Planning Commission\CU 16-18 sr PC 6-28- 16.docx Applicable Regulation 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 other proper0 in the immediate vicinity or the public health, safe y, morals, comfort, convenience or general welfare of the neighborhood or the city. The use will not endanger,injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety,morals, comfort, convenience or general welfare of the neighborhood or the city. 2. Will be consistent with the comprehensive plan. The use will be consistent with the comprehensive plan. 3. Will not impede the normal and orderly development and improvement of surrounding vacant property. The property to the north and east are owned by the applicant and the property to the south is a commercial auto repair facility. Highway 169 is west of the subject property. The use will not impede the normal and orderly development and improvement of surrounding vacant property. 4. Will be served adequately by and will not adversely of fect essential public facilities and services including streets,police and fire protection, drainage, refuse disposal, water and sewer ystems,parks and schools;and will not, in particular, create traffic congestion or inteference with traffic on adjacent and neighboring public thoroughfares. The use 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 or properly because of excessive traffic, noise, smoke,fumes,glare, odors, dust or vibrations. The use will not involve uses, activities,processes,materials, equipment and conditions of operation that will be detrimental to any persons or property because of excessive traffic,noise, smoke, fumes,glare, odors, dust or vibrations. The property is zoned for extreme commercial recreation. 6. Will not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. Although some trees will be removed, the use 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 ci y. The use 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 city. N:\Departments\Community Development\Planning\Case Files\CUP\CU 16-18 ERX Tech Shops\4-Planning Commission\CU 16-18 sr PC 6-28- 16.docx If denial of such a permit should occur,it shall accompany recommendations or determinations by findings or a report stating how the proposed use does not comply with the standards set forth in Section 30-654. Financial Impact None Statutory Review Period Per State Statute 15.99 the required 60 day review period ends on July 30, 2016. Council Meeting If acted on, this item will go to the July 18, 2016, City Council meeting. Attachments • Location Map • Applicants Narrative • Site Plans • Architectural Plans/Elevations • Environmental Memo dated June 14, 2016 N:\Departments\Community Development\Planning\Case Files\CUP\CU 16-18 ERX Tech Shops\4-Planning Commission\CU 16-18 sr PC 6-28- 16.docx ERX Power Shops—Project Narrative May 31, 2016 Description/Scope of Project: • The proposed project, ERX Power Shops Building#1, is a building to store and maintain recreation vehicles(snowmobiles) by private individuals who will lease the garage space from the applicant. This project is classified as active use storage. • The project is proposed to provide a place to store vehicles(snowmobiles and trailers) nearby to the ERX Motor Park,so that race participants can maintain and store vehicles during events and year-round,capturing revenues otherwise lost to other facilities. Compatibility: • The proposed building is located on property immediately adjacent to the ERX Motor Park,an all-season recreational vehicle facility. The site is immediately adjacent to US HWY 169,offering easy access for vehicles with trailers without impacting other streets or roadways. The building is designed with garage spaces large enough to contain multiple vehicles and trailers,ensuring no activity or parking takes place outside the building. Outdoor lighting will be night/sky compliant and windows are minimal,ensuring no lighting trespass off the site. Hours of Operation: • The building is accessible 24hrs a day,7 days a week,365 days a year through secure access. Comment about noise ordinance? Acoustics? Number of Employees: • Zero(0)full time employees. The project will add jobs to the community through race teams hiring of local mechanics, purchase of parts from local businesses and lodging in the area. Number of Parking Stalls,existing and additional: • The ERX Power Shops Building#1 Project is a garage with ten suites comprised of internal parking areas 25 feet x 40 feet. Vehicle parking(cars,trucks,etc.)will be located in the areas around the shops. Site Screening: • No screening is proposed for the ERX Power Shops Building#1. Proposed Building Materials: • The project is compliant with the architectural standards as set forth by the zoning classification for XCR(extreme commercial recreation). Exterior building finish consists of prefinished metal panels with a ribbed surface in two colors. Primary color is light gray.Secondary accent color is red. Overhead door color is white. The roof is comprised prefinished metal panels,gray in color. Signage: • Wall signs will note exceed 15%of total wall area, meeting the requirements of the zoning code for the XCR district. Signage design is pending. Outdoor Storage: • There will not be outdoor storage at the ERX Power Shops Building#1. Additional Buildings: • The site plan is configured to facilitate future construction of three additional buildings of the same type and use as the ERX Power Shops Building#1. Each building is proposed to be a maximum of 12,000 square feet. ii i EF ms. :Twos g.z ® 0 S__ , Eib NVld SNOLLION00 ONIISIX3 -t ,:i,?, N ii \\\-\.\\,\ \\NN ttt:--__---...--_....:,- ---------_---_-_---------- I f . , / ," ...../-\ \ 7 - , ____,- / \ . --...._-----.--.-..-,-._,----_-____....„ -- - -_,.. 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NOLLVA313 10,35 ONUSIX3 8'16 X 1 N --,.. 1 1 e anol NO0 ONILSIX3 - -996- - \ N rm. '-'1.k f.),.; , r - --- y 1 \ \.I' 4! „ ON3031 1 \ ----.-------- 1.1}'‘‘1..../.:k1(.., `-' I.\ .t. ----------.....,,,„„ i q P '---■ / ) \ • \ s' S, • ‘____,----, c H, ,1 L.I : •-----1 I / 7 \\ \ \\ ____ ::.\;\ , N ; --- --- \ ,\,1 1 -:I '. I \\\,\1 / / \ / 1\ ) V '\ ' 1 \ 1 \ \ . \ \\ / •',.. I \ 4 1 \\\ 'r- 'j / 1 \ 1 \ \\ \\ \ . n A\ / ,-`---------------- SITE DATA: LEGAL DESCRIPTION:SEE PRELIMINARY PLAT EXISTING ZONING: XCR SITE AREA: 7.59 AC. g 01 SETBACKS: W BUILDING: FRONT 25 FEET ¢ SIDE 20 FEET 4$ REAR 40 FEET PROOF OF PARKING: 46 STALLS EXISTING BUILDINGS a0' i n o I I Y I \1 , ,n 4 _1 1 I I 1-1,_I I 0 1 1 I II II I I I/ LEGEND A $ m 1 % I ` D i PROPOSED GRAVEL SURFACE PARKING AREA(CLASS 5) 1 1 1 I' /, i� PER DETAIL 1 1 I\ o 1 ; ' li ❑ , 1 , ^!,;r,•...:4. PROPOSED CONCRETE PAVEMENT PER DETAIL. I, �.. Y I 1 1 l� 'a—� r.--- --.--- -------'--N89'26'18'E 421.74. 1 1 11 'I I I' r 240' -�-1 % 1 1 I 1 l �� ,/%1 I 1 1 I I D I;; 1 FUTURE TECH j 20' i// I 1 1 I z I�'' 50'1 SHOP 03 1 ,�,� 1 t 1 ;; 1_L5,I FFE=988.0 = ��///i I KEYNOTES: j 1 I 1 �' (REFERENCE ONLY) �r I w 1 1 i m� ,. - .0,..: pl PROPOSED GRAVEL PARKING AREA.REFER TO DETAIL I 1 1 I ( =1. ,--i ---- ......3°........ +p 0 PROPOSED DIRECTIONAL SIGNAGE LOCATION.(PROVIDED BY OTHERS) 1 1 1 1 1 I. p 1 1 1 1 r,I 1 1, /�-�i--' I y O MODIFICATION OF THE EXISTING BITUMINOUS DRIVEWAY(FOR FUTURE TECH Z 1 I 1 1 x I // „ O SHOP)IS NOT INCLUDED AT THIS TIME. li 1 1 ` 1 1.. h /�S l ,� 1 ,� 1 / I /,'G�\ .........".".. I S89 46'19'E 256.84- • 9 i/ r 1 1 j N89'27'9- / ••:'TQO..''''"'''''' , � 1 �`_ 66.89.. �� , --�' -- . '..d................. I •1Q0'.�f O NOTES: I � 1 I w'=- I� O I I I. TOPOGRAPHIC INFORMATION SHOWN IS INTENDED TO BEN 8•II / �I �-- / I HOWEVER ITS COMPLETENESS NOTIGUARANTEED.CONTRACTOR I , 1 �/ MUST VERIFY ALL PHYSICAL FEATURES PRIOR TO BEGINNING•, 1 1 i 25' ....•...................................•...•...•...•....... 1 FUTURE TECH 1 •''5O•.'.:.:;.�-40'_., CONSTRUCTION. , 1 1 % 50' :: ::.. :: I SHOP 2 I 2. ALL CONSTRUCTION SHALL COMPLY VAN RECOMMENDATIONS OF THE 1 1 1 �,�� 1 0'I FFE=986.0 SOIL ENGINEER UNLESS DIRECTED OTHERVNSE. (SEE SOILS REPORT) 1 1 1 I I I :•:•:•:•:::::::::.:::::::...................... I - .NCE 1 '.'.'.'.'.'.'.'.'.'.'.'f. 3. ALL CONSTRUCTION SHALL COMPLY VM1H CITY OF ELK RIVER 1 1 , , 1 ONLY) ENGINEERING STANDARDS AND THE CURRENT EDITION OF MNDOT CO , I I 1 I % 1 I I STANDARD CONSTRUCTOR SPECIFICATIONS(INCLUDING d Z , 1 I , 1 ! '..".'.'.'. .. ..... SUPPLEMENTS)UNLESS DIRECTED OTHERVMSE. X 1 I 1 1 4. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE MUNICIPAL 1 1 1 1 1 = STALLS; .."'"""" I 25'WETLAND BUFFER WATERSHED DISTRICT.COUNTY.MPCA,DEPT.OF HEALTH,AND co tY � MNDOT PERMITS. 1 1 ,....�j'X O'..:..• I o = 1 ; i I 1 .•:••.•( ,.).........................- -�������� ^ 5. ANY OR ALL HANDICAPPED STALLS AND ACCESS RAMPS SHALL U 1 1 t; 1 ••..•.. .•.•,.•.•.•,•_•.•.••••.•••.••••••••.••••• (i-80'-+� W COMPLY WITH CURRENT ADA STANDARDS. SEE ARCHITECTURAL W CC 1 g 1 FUTURE •_•:.:...........:............. .....................:.....:...... WX48'CONCRETE n PLANS FOR EXACT LOCATION OF BUILDING ENTRANCES. (- 1 41' WALK FOR RESTROOM Y 1 1 , q, - 1 TECH PER DETAIL. ; 6. THE LOCATION AND TYPE OF PRIVATE UTILITIES SHOWN ON THE -!I I 1 T 1 1 , SHOP �, \' PLANS ARE FOR GENERAL INFORMATION ONLY. THE INFORMATION IS LL W 1 1 1 1 FFE=990.0 , �.+ W _ I I I I 1 240' (REFERENC .: .:.'...:...:,:......... 80' NOT WARRANTED TO BE ACCURATE OR COMPLETE. THE 1 1 1 CONTRACTOR,IN COOPERATION WITH THE APPROPRIATE PRIVATE UTILITY COMPANY,IS RESPONSIBLE FOR VERIFYING THE LOCATION B i 1 \ONLY) 1 ............... .....•... ....... � ANO DEPTH OF ALL UNDERGROUND UTILITIES. 1 1 1 1 1 ..:....0.•.•.'.'.'.•. .".......-100' 1 1 Q•1 I 1 I I 1 ....... Z •1 , , , 1 PROPOSED TECH 14.•:•:•:•'•••';•'•'•';•:':':':':'''': ___l•1 1 SHOP Ir ..... I- Z I 1 I , 1 1 1 FFE 987.0 5'X150'CONCRETE } j 1 ; (SEE ARCH. APRONS PER DETAIL. W C 1 1 ..':' .':.".'.'.".'...:..'.'.'.'...'.'.".".'.'. PLANS) 1 •' W W I , 1 1 �� Z•1 1 1 • I ; 1" . ...................•.........-.................................• ••• : W`4 TER O— s' 1 1 1 ��\ ............v.v.................................. � O ELEVATION OWNER/APPLICANT: LIYIL ENGINEER: W I 1 1 1 ��\ 40' c Q I 1 1 Q Q =9 6 3.4 ERX PROPERTIES ANDERSON ENGINEERING of MN,LLC W 1 I I /'"���`...................................... 28' O 10800 175TH AVE NW 13605 1ST AVENUE NORTH,SUITE 100 Q • -I I 1 1 - V/ ELK RIVER,MN 55330 PLYMOUTH.MN 55441 T L--+ CONTACT:TODD PLAISTED CONTACT:ROBERT SWANSON Z I! 1 1 ----._---- _ "N8752'40'W 406.81 N8946.19.W 55.00 PH.763-712-3965 PH.763-412-4000 Q 1 1 1 / EMAIL TODDOPLAISTEDCOMPANIES.COM EMAIL:6RSWANSONOAE-MN.COM 1 1 i 1 ARCHITECT: SURVEYOR: 1, MILLER DUNWIDDIE ARCHITECTURE ANDERSON ENGINEERING OF MN,LLC o r �' N MIN N 3RD STREET SUITE 104 13605 1ST AVENUE NORTH,SUITE 100 e n ? O SITE GEOMETRY AND PAVING PLAN MINEAPOUS MN 55401 PLYMOUTH.MN 55441 �-= N DANIEL GREEN CONTACT:ROBERT SWANSON o_ v '4.) SCALE:t'40' p 4p' ep' PH.612-337-0000 PH.763-412-4000 =" EMAIL OGREENOMILLERDUNWIDDIE.COM FAX 763-412-4090 ^ H EMAIL:RSWANSONOAE-MN.COM ac V O v1N,OV1111]Ml fRN 910�AOW4C,O1IMl\Ulll 9R MMJ,p.I] LEGEND LEGEND(CONT.) KEYNOTE. STORMWATER POND DATA: GRADING NOTE: 0 PROPOSED SILT FENCE.REFER TO DETAIL CONTRIBUTING 000000N 1.iS1.7:ET:plumcEzzogio:n4FeN4 AzigNCK.FVA=AllONS SHALL BE PERFORMED IN CONFORMANCE NTH EXISTING CONTOUR . EXISTING UNDERGROUND ELECTRIC AREA o 4.60 ACRES 0 PROPOSED ROCK CONSTRUCTION ENTRANCE.REFER TO DETAIL. PVC BOTTOM .MO EXISTING SPOT ELEVATION -.3--..-..- EXISTING GAS LINE "'- TOP OF BERM : - EXISTING FIBER OPTIC LINE 191‘..5 C>EMERGENCY OVERLAND ROUTE(STORMWATER) OVERFLOV/SPLLWAY 984.5 STORM WATER POLLUTION PREVENTION PLAN NOTES: com -BBB- PROPOSED CONTOUR 0 PROPOSED CULWRT.SEE UTILITY PLAN .9114.1 1.Gr9DEDIgDg.DONTR/D.CDTOuRDEsSIZI.H.D.VETWEDATDIZETSDZEL=LOADADLDL TD DoNsiDuDD0,,,. TEL- EXISTING TELECOMMUNICATION UNE iro-VNIN. .9..9 4 6 ,/,-1539.95 PROPOSED SPOT ELEVATION • PROPOSED STORM SERER a AsIk=ropell&=cEAT'MtistlIEZNZZI tt's,Ns 6 OR TEMPORARY SEDIMENT TRAPS. I PROPOSED SILT FENCE .--. PROPOSED WATER SERVICE IN THE FCCLORING ORDER: SHALL BE CONSTRUCTED AND SERVICEABLE i r‘ ,,:,.,,./1 ROCK CONSTRUCTON ENTRANCE PROPOSED ELECTRICAL SERVICE ECDt..9RTEOLMCT PK OF ERCNOACNRE SY TRSUEDCITMIOEN N TEANTITORN A NBCAESS IN S A AMNIND IM OUUTI T FOAF L L 7 5 F AFCETEUTR. ES. o 8 COMMON EXCAVATION AND EMBANKMENT(GRADING) P ' F:ifo'24.7.."242"..scatsHED.....AR.S. :4 5 „.-,- TREE REMOVAL AREA G. INLET AND OUTLET nounEs SUBSEQUENT TO STORM SD.WORK. j> GRADING CONTRACTOR MAU.PROVIDE AND MAINTAIN ALL EROSON CONTROL MEASURES IN ACCORDANCE WITH OTY A.NPOES PHASE II PERMITTING RECUIREMENTS AS WU.AS EROSION CONTROL M.SURES. .-g ...--- DRAINAGE ARROW MAY'ATC'EAMROSTION NESE PLA2 Clm SPECATIAIMSE.RIM=TrPTIOATCETCCTMAitrCIEN=IYAMY -- ,, 4.ALL EROSION CONTROL FACTURES SHALL BE MAINTAINED BY THE Fe' 8 i•OF'3 ‘ ', t 11 ' • I \ CONTRACTOR DURING GRADING OPERATIONS.ANY TEMPORARY FACTURES WHIM 8 % , i , , `h:::1 ‘\, / . —ail ,„ \ \ ARE TO BE REMOWD AS CALLED FOR ON THESE PLANS APC SPECIFICATIONS \ MALL BE REMO,.eY THE ammo corm...um M.DIRECTED sr inE ', 1 , kill \,.; , .i \ 1 ENGINEER.THE GRADING CONTRACTOR M.THEN RESTORE n•E SUBSECUENTLY Pm 1 1 i \ / 1 ,/// 1 \ \ 1 DISTURBED AREA IN ACCORDANCE NITH THESE PLANS ANO sKancAncm. 1 \ \.J I)\\\,, ,c3 ,' " \ \ + 5.THE GRADING CONTRACTOR SHAU.SCHEDULE THE SOILS(POKER SO NAT I 1 , / \ annricAnon cc au_comnouto FlUS RILL BE TIFINIMED TO THE awn 1 , A ' i \ °unto Ake unon ccontEnow OF THE PROJECT. V 1 \ 1 \ 1 \ V _ I / 6.ALL"'"W ANTES9EZTTI rMIVRIUM°el.'POAAOPAIDC(L"ALStEDITCUPAPAERESTPSFLABELANACETE , ..,-,-"1--,-..., V\- I/1 I,, 1 ,, W MULWAIFTHE PRESCRIBED RATES WITHIN 72 HOURS or FINAL GRADING UNLESS OTHERWISE NO.. .-1--- \ ,,,'it I, i, i‘f i i SaD MIX: MNDOT NO.25-141 50MACRE V 11, ,.`,hp._____I-,.. .....,-r'-'-,__,.,,..,,. ..,------,==-7-7. .7.7--..—.,—._.,__-.---._--,...-.,---. i,VI \ , i \ acnr... /AO( IAMAATAITZVOZ11-4 , \ 1\, '•,1 1--, . . _ 27,-21:-... . 7-F-, ( , \, \ \ \\ 1 1 ,\ 1 1\. ,A A 1 1 • , AstijarETAL....,ErmullAriAvr'TE:4";;POWN=TECITE•N r"Pt-nOntri•NiEtoarr:t.7 En,osto % ///`---\-- i . .... I N \ 1 , , 1,\ I 1 i / ' I '„,..........,. 7,-----7- -.-,___---'-'7.„, \\\ :/;7‘', \\\ \\ 1 \ \ ‘ \ \\ so..A.As,,....Ro.D.Accceon.TO THE FOU.OWNG TABLE or SLOPES ANC,TIME FRAMES. 1 . \ 1 1 \ /1 1‘ ■,1 , I T' \ I if \/.1.‘, i ,, , / I , 1 ..`, ! \ Ai-run hal,' ‘ . \ .......,.., re,E,(motannun tint.on or.con rem.opon when the or.Is not act.,being worked) I i I Y t l\\ i i i / I Si , ,i,c \ \\ ————--—1, \\ ' ,,,\k/ \ \ \ . t\ \ \\ \ \ \ HOP fib / , Mg NAN TRII 117:ili V / \ II: \\ ‘‘,\\\\ 4 I i , -I., , , , ,E,9„8., 7.- ---. ii, \ ....,..,,,,,„,,.....,_\_, , , , , % ,\\,, , , , , ,,,.. i , '/( \ _... ....\ .,..--',.... , , 'N:\*4p,,; ,\ , \, \\.\\ i 7.1144.7.191gyTOPD JEDGRAPHY AND CONTOUR ELEVATIONS SHOWN ON THE PLAN%%ERE TAKEN FROM A PLAN / V I I 1\ ' i,\ Ii " \ ' *• \ . ' / ■.,..,t,,,...,..,......,.,■,.. .. .,n,_..... , \ \ , &CONTRACTM GRADING ANO ER09.COMM.OPERATIONS SHALL TAKE PLACE WININ THE C.STRUCTION LIMITS. VI •\ /i, / / /Tr /AWww/mw, / I / \\V\\i'1\ 'i /,‘\\ i i' , , ,, , i , i , ....■•*'...:-....,....).-... \\-.:::.:.:....:.. 's \ •,\....„.4.1,,,4,,Tiv,?,\cr9k:7.,,,) \\\ , 1 9.IT IS REQUIRED MAT SOILS TRACKED MOM THE 91E BY MOTOR NEHICLES BE CLEANED DAILY FROM PAVED i'I I \ /i I ••,/ ., ' , 1 RO.WAY SURF.ES THROUMOUT ME DURATION OF CONSTRUCTION. 10.PROVIDE TEMPORARY SEDIMENTATION BASMS AS DIRECTED BY THE ENGINEER. I \\\,\ ■I ,' \ \ /////7,•All 1 / 1 , ' /' ....%.......--988 N N,. ......•....'.',... • \ '' -4111 , , '4 :-t\\ \‘', ,,1 ; , /,, viz/ , , , /, ,... - / . , 1, , N.,.. ,// ,----- 11.ALL REQUIREMENTS OF THE LOCAL WATERSHED DISTRICT MAU.BE SATISFIED PER THE APPROVED PERMIT. 957--- ..........n. ,,• _ ._ ,_-- IL ALL EROSION&SEDIMENT CONTROL MEASURES MOM ON THIS PLAN AND El 11 ‘ \ '-- ' '''\\\\ ,/t I \\ ; s, / j/////4.'7 / /fr%Igg‘ ...,‘\ \ I , IMPLEMENTED IN THE nELo AS DIRECTED SY THE ENGINE.MALL CONFORM TO n•E um,. WUJ.E., 1 ----\A_--'1 'PROTECTING WATER OUAUTY IN URBAN AREAS:BEST MANAGEMMT PRACTICES FOR MINNESOTA... ,,-- , i r ./ ,.../ // 1 ' .?'''.1,1611iiildh. '!Illiigiliiiiiiiiiiiiiiiiek 'i ('' . \ , I / , UJ Lii !ji ---1/ ‘...._,, ,A ) _ , ..=7.ANpasgo it.rap=t1 Dipmsnreie eAterzg..!prwarTrAzaN=a I /1, it/'/,-'_,',,'' Tit, itirW..:Ir .....-- ....'.-"../.... r i I' \,\\\\ ,`. • • , ,/ ,-,, SCOUR minx,.usi or Ammo ENERGY DISSIPATION DEVICES. 0 1.11 Z % '1, ,/ C i , ... ..11440.14,..,...,-.,..4111 /111/4.,.,11 1,,, 11,‘,i \\\\ ,, , \ \\ \\ , i // \ 14.ALL SCUD WASTE/oonsTnucnon DEBRIS SHALL BE DISPOSED OF IN AcconomacE INN DIPCA REQUIREMENTS.HAZARDOUS MATERIALS SHAU.BE STORED/DISPOSED OF IN COMPUANCE MTh 4 , \,.,;_/-- i',. ii,/,.--/- .2.4.-.'4v4/1.0.-.-.- ..4.4.,:--,-,,,,_- ..-. ::::. ,.. ' 1' ‘1\\\.\\', MP.REGULATTCMS i 1 1 /..'.,..- ,...,..,,,''. • •0,14#,A, ................,,......1/// ,-- \t, // \ \ CONTRACTOR MAII USE RAPID STAIRUIATCM METHOOS PER 1.007 2573.NOTED DURING THE COURSE OF 1 -1 i I THE WORK TO MAINTAIN CONFORMANCE MTH THE CITY AND WOES II PERMIT REQUIREMENTS. ., 1, •••••••••••••• II 1 \1 .\\ -,\\ . ,,,, i ‘ , /_-_.: -=---,.:--/ ,; , .."9944V........-----........,ft, , i , , ,,' \ THIS WORK SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY STAMM SMALL CRITICAL AREAS.TO , 1 :\ \‘', , 1 I I ; \ PREWNT OFF SITE SEDIMENTATION AND/OR TO COMPLY WITH PERMIT REQUIREMENTS.THE WORK MAY BE ...1-.....,/ • 40. ..„. ,......:v \\ .„...„.. ',I\\\ \1 I , , t \ , / ii \ PREFORMED Ai ANY RUE DURING THE CONTRACT AND DURING NORMAL WORKING HOURS.MIS WORK RILL a _ - CMDOCTED ON SMALL ARE.MAT MAY OR MAY NOT BE ACCESSIBLE NITH NORMAL EOUPMENT.MIS WORK -- 1 SHALL BE DONE IN ACCORDANCE WITH THE APPUCABLE M.07 STANDARD SPECIFICATIONS,.DETAILS SHOW ' \\ \ .•••••-•\„., --.- •......„, ......, ,,----// L_-, N.,-,, ' r '' '..* 70,V.:,..: ::-.-...-.'..:-..S\,.'.\\i‘0, ---- i .:.;:;'.?: ' ,All 1\1■\ ,\'\ ; I I, \ \ 1 i i \ pi THE PLANS.AND THE FOLLOWING: , .,V ,,,•''' ' ' ........, ••••••••••••i' ..1,i a• \ 1 \ //r/r/i /1 , MERE ARE FIVE STAIWZATTON METHODS APP.,.FOR THESE OPERATIONS.MESE METHODS MAY BE • .--1../--- ./.1'el/0,, lei:i..1....7.::::::•,..,:: :::,.H.,..1.1,11,',1 EapRERTECH CONDUCTED INDEPENDENTLY OR M COMBINATION. I , i'','\ I i)// / ThAllifil •••''•••'•••.'....."'...•...........1.''',I\\\11 FFE=986.0 ....."'.."'"", 1, 1\ \ 1 MM..-i fAilli I'I`\\\' " PRII/IARY , 1 METHOO#1: APPLY TYPE 1 MULCH AND IXSC ANCHOR \ 1 1 V I \\1 1' EON \ METHOD 12: APPLY TADE 1 MULCH AND TACK F4TH TYPE 5 HYDRAUUC SOL STABIL.. V i''''----'''' ' , I/ .4.1"......., :;:,:l.',.';•:•.......................... .... '\ CE 1 :::::::::::::.7..;..'...•. :,::- :' 0 1\,\ ‘ Fr ,9!'51'); I r t \ I.A.ETHOD:43; 41 DYDROSpgra3 SEED:FEZUDuZER ALODTYPE 6 HYDRAULIC SOW.UrIgiERE y, % ".. , 1 I, , 1 1 j \II\' 11.1'' i ' //41,116"111 ., , (1) \ I '\ \\1\QNLY) I/,' // METHOD/5: RACE GEOTEXTILE AND RP RAP CLASS II IN VARIOUS CONFIGURATIONS V /----'\, i‘\\ ,,,I ......../.:?:I-•::::.;r:::::-.*10. \ ‘\,\\\\\,\\, I ...........•.'......... - , 1 , I l// / ,/ // / • '" EFFORTS BE TAL TO ME ON CON BID ITEM. a-z , %, \ \,\\ ,,,,,, , , , i ••:•:•:•:•::•:•:•:•:•:•, ; ,:•ri. , 1, is,it ,,; /, •••• ••••••: - .• SECONDARY \ CHANGE OF COVERAGE Fon slow wAiEn otscnAncEs mom consinucson',Ramis WHERE THE MER at 0 ge , 'i A .....•••-••• ,„ i r,1 ,i I i SEPTIC , \ OPERATOR CHANCES.(E.G..AN ORIGINAL DEVELOPER SEUS PORTIONS OF THE PROPERTY TO VARIOUS BUILDERS) I / .................. THE NEW OWNER OR OPERATOR MUST SUBMIT A SUBDIWSION REGISTRATION WITHIN 7 DAYS OF ASSUMING V g-'11\1\.\ \i' ‘ 4"./. .:..i..:;Ate°..:::.::::... si\\\‘\\\\\‘'\'''\\\\\\'''\ -.a p i i ' •.•`• f ••• , ,,,, ,,,,,,/, , , \\ OPERATIONAL CONTROL OF THE SITE.comsamano wonK on THOR PORTION OF THE SITE.OR OF ME LE.L (0 re % ...................:. POND BOTTOM • • \, ' TRANSFER.SALE co most.ON THE PROPERTY. i UJ I 11/ .•• Coo\\\\ N, i :•••••...•:•:•:•:•:•:•i I 0 II., ,,,ELEVATION.980.0(FLAT) /- monsouAL sit eutoEns snALL BE normals"FCR PROMOING ANY MID ALL NECESSARY EROSION 0> 1 V _._ ''/,‘.,/-1 1\\\/1, 1 / / , • 1////// , \ // . \ CONTROL MEASURES AS MAY BE R.UIRED. REQUIRED ECM'S SHALL CMIST OF BUT NOT BE UNITED 1040°.11 ........,::::•:•,:.:.,i......;.... .... ",i, •'7 ''... .Th .::::.................::•, ifil, //// B\uFFER,/i ' TO ME FOU.OWINQ I 1 1 % 1; \i-- I, /--, 1 ".•.............•......... ,$0001104...:.::...•.:::..........::.::::.11111111liM"Mira. .....•'•'..;•,.......' \ ......,.....:.:,:: ,N„,„,,„ , .7-,,,,;, ,,,‘ \\ :.-IT,17.2.-1-,a."—1;4-civf,.--%I'm C"CONT AT TWATrtrIWWAYSULTRLI:a THE BOTTOM DUG M NM SOL FIRMLY COMPACTED. 1. g rij 1 4 1 j\ /1, 1, 4 1\_, 1 ,A,\ , , ,, •• -,.......a.m.a.ww-/wmoimm.- ..-........,.... /1////;//// •,\ \,‘'./.,I, .1 I/','//--:,_=-1,,,:'......,..,,,,',...■•••■,\ \, g:IstOCK TC71,LESTRUCTION.EmN=DEHAVING I;DI,g,r=ItirjoDOV.ERMTDEXTRE FABRIC. •••• • VFFEr 9 ti)01.5°! AO 011M..... ................ft '\\\\\\ \ ......................... 1 010 /,/11///--- \\,',/,1 li,, 1 H I f I X,. .,.■..‘,,,\\ , I,'\\V I '. i(c,NREucE)R. iiit A#10.0c/T.:::::::.......::::::'...::::1 '\\\\\\\\\\\\\ ::::::::::::::::::::::::; .ii,, , , , i ,,,, 1",,,f r MOVIDUAL SHE BUILDERS ARE REQUIRED TO MAINTAIN ECM'S UNTIL SUCH TME AS INDIVIDUAL W § 1 1 i, /, YARDSPECETATION ARE ESTABUSHED. .1 I I, ‘I \ , \ ii \ 1 I 40 toga,;,•:.:.,......:•!':<•:•:•:•:0 1\1\\\ 1 •:•,..................• 11 Iiii' 1 0 \V`-; N ' CONTRACTOR SHA PROVIDE A TEMPORARY SEDIMENTATION BA9N ON SHE FOR CONSTRUCTION WASH OUT USE "Ill , , ' ..'---\\V\ \ 1,.\\\\A TEMPORNIEY ETASTNLLSAHsALLE BE LOCATED AS TO PROVIDE EASY ACCESS FOR CONSTRUCTION VEHICLES AND I I 1 ,/ '000 1/: 2-- /...'....1.••••••• 1 I/1.1 / •••..6.•••.,,,.,I I,Oi ///L.-_---•I EMERGENCY'SPILLWAY'1, Z ......... l I I 6 /ELEVATION 984.5 ; '1‘ \\\\ NLET salt7IT"'"c°"T"'L's'45,7""Rilit'BEfIr sE""fifTc"Iscrs F=G",,',N.J.AN. % t t, \‘‘\ l''' '' ' ' / ....... ! 1 % ,---, %, 1, 1\ ,,,,,o/..........,...•••••• ,„, ,\•\ 0.--;.4...7:..,........... 01 Ar,_,--4-0// ,/,, , i ,.,,,., ,;,,, < \ ss,".. =c,,,,e.OF NPOES PHASE II AS APPROPRIATE FCR PHASE OF CONSTRUCTION. ' 1 '/ \\i /1 $4"040.................................... F•li t , _J .....Z i 1 f\ / i it i 1,1 . ' °‘ ' .*.'. ..,;•'.'.'.'.'•*.*.* .sH 1E-1..!:,,I:Z.'........;. ..'[.....:. % ,TKA'''',''7 //,/ ;,/1,',,gi:,, 1— ,_ ,‘ STORM WATER POLLUTION PREVENTION PLAN '6 0 4, 4,-/ %,---- ,\\, i ••••••• •••••• , ,,,,, ,,I, ,- se-0,1" ............... ...... ,,,r,i,f,_ ,_,........,.. de., ,. , sp/. ,,, , ,,. , LiJ Q \' SCHEDULE OF INSTALLATION&MAINTENANCE <,71.Z I ,---f \\ ■ ' i i‘ ,.*.'.'.'......-<....... '' 114S__:, .,.......... ; .Vt..' ;,•.',/ ////It,' //., , , I , .. (SEE .,- 1 ,4 1, •/I ,////, ,/ / L. INSIALL&IIMI RISEELIMLAJMIUMICE KUM Z o 5 ' -----v'-- 7,10 .....:.:.:>:-<.----.s......-. ..:,..-... ti-3Nsi_ -- ....:... &.0,, al, ,, .,,,„, . ---' INSPECT at RANT. Arm,TRieurARy -'-CZ <LLI 13. i t I r j. '71,••••••••••:::::•.:••••••••••••:.:..0.4.i......... .---;:\ 1•.,...,,,./•:•:•..-...:•.1 :,,,, •' -// /,/,/,/,,,/, i VNA TER PRIOR TO COMMENCEMENT AFTER EACH RUN-CFT RRARiAcE AREA is CC,,,, 11 i i fi ,,--,\\ A t—r",,04 fog,.::::::.:.:.:::::::-.T.T.::.,.7. - ,--::,-.v,•,......A .., ,,,, *, ,, , ,../ ' , . i '\ v-'' '‘i \,__/\ ,------. .----___ .,,,,,.- ',4v-.4&.:\:.......:..........-...-...T.............:.:.:.y..1 , „, 1_,.......,.....!' 't ,If,, l,,, / /, il" I 1 \ , C)I ELEVATI SILT FEFICE OF EARTHWORK OPERATMNS. EVENT. REMOVE SEDIMENTS REsTERER. AS REQUIRED. C/'''0 &n r ,„ --....--....- , .. , -,--% ..._ . „,. . I '1)//.1'I 1 } ; I , I , I 1, , EIR'NKTANCCC'EST. l'O'FffiCEART°=1;IS. LITATNETCATINFWVAITO. P.C.T.PAW.. -..n.. OW ''• \ .4 /,,,,,, ,t,1 / , , 1 r / , 1 4( =963.4 z<z r --— ' *so i ,t, t 1,1 i , ; 1 1 r ' > 8 0 0 g , t % -i% 0 - --..aur "—77-, INSPECT eit MAINTAIN I , , I- , el‹,(7\ '■. .,..,..........___.,...• .„................................... ■,,..e.M111111.41or ,\\.,1 s‘\ ......,!, / , , / „......______ __ ih. ' ' SEED dt MULCH AFTER FINAL cruonc AFTER HEAVY RAMS. 1412C=.1- g 2 u I; y !,,,, A / ,i i I, 1 1 1 1 "1 --'. - I)\\\\\ "-----.* -'-^".--1---;-.17=-7--'7---------.... ... \,\\.,,,...\,,,,,.....„..,,,..,-...\\,.\\\.\\\ \ OPERATIONS. REPLACE WASH-CUT ARE.IMMEDIATELY. 0 it2 § 1 , % # 1 /-''•-- / I , /-- , /,//,//,///,/7 -.'-',-,--::-"'------........ .................................fyf ,'.,,F \ ''- wILET PROTECTION UPON INLET CONSTRUCTION reVD3E=CITY OF AZEIERFurZRY AREAS i "CME: CRCEIIINVATC4 L.APPREnrEMILE FE7091NOVILASEMIrTTOFTEINDVITtg. @ I .(--,-- GRADING,DRAINAGE,REMOVALS&EROSION CONTROL PLAN N F,-ii CO• t- CALL 48 HOURS BEFORE DIGGING: 7--- (..) 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I / , I ` /\ ♦ / NOLL 33NNO3 31x13313 ONV 331Aa3S Midi/ZS'331A 213S 2/31V/A 31VNIOx003 .) \ \ \ \ I 1 1 y / / \ ♦ , / I \/ \ i 1 1 + 1 1 �� ! \\ \ E. \ \ I \ \ / / '� t�_�_�M��� _�_��_�_����___.-J I I !I I�,, ,\1\ ,\ I 1 1 '730\03 30 1333 9 NVH1 SS3l ^ \ \ \ \ I 1 \ Y-�\ / ----,//// J / I \l 1 / 1 -, H.UM 1N3w03S ANV NI NOLLVII1SNI 30IAOad'3NI1 33NN3S AaV11NVS.f Al&AVa3 ' I \ \ \ \ 1 1 1/ / \__ __--- `. ...- - -_ -- �'"\" - / , Ili \\1 \✓ 1 'a3N31S30 3LLd3S 0311LLa33 V A8 SNAIVNV Mal NOd/I 031V301 ONV 03Li1a3A j 1 \I /1 I •-'�-•�-•y --•--- ----_'-__�_------- -- •�: `� _/`���-�'rI j 1 11 111/ 1 ; ''/ 38 111M SNOLLV30l 1VN13'NMOHS 3SV SNOLL V301 01313 3LLd3S ASVNIwil3ad © , 1 \ ,; / / 1 !I.1 I y \. 1 '• S310NA31i (\ I \ \.- ___�__ , , - I I''r A `-`�--,- I 1 , 0 ` , .< // 1�i 1 1 I j \` ' \\ I . , C ---' ' 0 ' ' rid '�` i 1 c� i ('0'3)ln0 NV3I3 03SOdOad 0 `\ \\ \\\ \\ i! r `,I \\ \ 1 ; 8 NOLLV3ol 3103 1H311 03SOd0ad ¢ \\ \\ \\ \ I - / O J/'/ t :.I \\ I\ 1 1 1 r�8 y 331Aa3S 31x13313 03SOd0ad -n m- \ \. . .I I / I r , 11 1 \\ _. _ 3ALLVIN3S3Nd3a - 33IAa3S 2131 VIA 03SOdOad Ai lIOVd 113M ONLLSD(3 H1YM 331Ad3S N3141M v u a3M3s W2101S O3SOd0ad f«�t 3LLS3WOO.z 31VN107000 ' I 310d 1H3f1 ONLLSIX3 dl W M Q 3/41:3M3;:3: 1 R g 31R ANV11NVS ONLLSIX3 .•• A m S NIVwx31VM ONLLSIX3 cl 83M3S VOWS ONSSIX3 -<..< ...` ON3031 It `' 1 '-‘,'\\k;, ,\ \\ \\ / ,„o iii' t I,111,`, fr-\•\\\\ ///,,,,/ / / _\\1 '`, + 1 \\ ,J �T -' - I III, ',''1 \\\,\• ---_--2-',/ G-\\\\; \ 1 \.\\ ,..;-:,,,,..F2:-___-_-_-_-_----------- - \ i 111\I ._, \`� /" •1\"`\ PRELIMINARY PLAT FOR AGGREGATE COMMERCIAL FOURTH ADDITION �ff t 1 , ,'\',\,. //,' t `\.,`,,,\\ iii \\1\1, i■ 1 \ ,`, >f \\t \� LEGAL DESCRIPTIONS: 1 � \\ , \\,\\ f /f / C --\Ira• 1 I.,,\ \ ,--T, \\'.\\\ ' 1 \ \\I \\,\\\\\\\\',, !r/r r.r _F `• i,'1`.' \ I ' \\\�� Outlot B and C,AGGREGATE COMMERCIAL SECOND ADDITION,according to the recorded plat thereof. '�' \ ' __ ///' / _' 7----- =, 1\`■ \\_> \` �`�'.■ \.\ \ \ .\\ And I 1 ,,,"/' ---- - I o���, �`, \\ •\\�\ That part of Outlot A,said AGGREGATE COMMERCIAL SECOND ADDITION,lying west of the following '1 1 ,'1 `_ -_- --- - -- //1 1 .,`,�\\ I\ \ \\ `,:■, described line:• ,t , ,,I f /- \\ ,/ 7—I -/`\: j1110\, I '-, \\ '\:k:_ 1 t3 \f \ , , / , r / \\ .\ \\\ Commencing at the northeast corner of said Outlot C;thence South 89 degrees 46 minutes 19 seconds m \1.+ , , 1 , r / \., ,'‘,,,,\\\, I \\`\ _ _ \ \ East,assumed bearing along the south line of Outlot D,said AGGREGATE COMMERCIAL SECOND ADDITION a i \t,' + t \ ` I % y,r ;.:1, \\I ` \ `\ distance of 256.84 feet to the point of beginning of the line to be described; thence South 0 degree 13 ;, 1 t \' / , I' t '11 \ \ '�` minutes 41 seconds West a distance of 397.10 feet to the south line of said Outlot A and said line there 1 ,1, ,,t + ,„ ,, r 0!1 ,,G Iy _\ \`\ ':\`�` terminating. -o 1l,, \�, r ,''- `\ -,- 1 ,f,;' ;�1\ -•was �`\ \ I■ I t1 \ -' I , \\ \\ 1 •1{1t And tl , t i �,/ XCR `\\ - ,\\I� \\\ ,l \\ `,,,' That part of Outlot D said AGGREGATE COMMERCIAL SECOND ADDITION lying west of the following described `\I,\ I I/ \ /' \ /' / rl,l \ \ `\ \\ line: 1 11 , I / > I - I !1;11 `\ \ ` a < 1 ri ■ /'! Ill 1 `, \\\ ' Beginning at the northeast comer of said Outlot C; thence North 0 degrees 02 minutes 11 seconds West, 0 0 i1' :11i1`, \ \\ \ I, a distance of 142.64 feet to an angle Roint on said Outlot D and sold line there terminating. 1 I\ \ -1-- p_ ,;1, ‘,-. , ,,-------'--•.,_.____ -_ i■I \ , \I ` , t1 j`+\ ,,,I 1„-.� ----� ---- ---+-N89'2B'18•E 421.74__ i i ' \\ \\ 1 \\\+ ter,' - ~ �� -- _ � . I `t \\ 1\ \ ` PRELIMINARY PLAT NOTES: i /`\ i`\1\ �1>> \ -`�—-' _�— -_:--__——.._ ='t=',fir -,--'i 1ti \\ \ `, XCR '; 1 1 /�1, 1 1 ' r r. t \\ /\ - ' ,/ - - \ ;-, + \ 11` , 1 ,/- 1 PLAT AREA=7.59 ACRES(330,801)SQUARE FEET 1 I r f\, ., , r r I' \ \ I / , ,' ---- \ ••,, t t , 1 I I\ , \ ` If 2 SOIL BORINGS FOR THIS PRELIMINARY PLAT APPLICATION ARE IN PROGRESS AND WILL BE FORWARDED tl 1,,, ,,\ , rr ,, , \ t 1 / , • x + t , 1 \ \ \ \ \ \ II II ,1',' r •'t \\\\ \ / ' /' \ ',1 \, ��/i,, '\ ,, ,,, \ , \ \\ • \ .... II TO CITY STAFF UPON COMPLETION. 1 ,0 1 t , ', , 1 I•$' ' \\ I I ,F I / / \ _�.'" !t' \ +\ \ \I �.-\ \\ `\ \ 1 '∎ 3 PROPERTY LIES WITHIN SECTION 10,TOWNSHIP 33,RANGE 26,SHERBOURNE COUNTY. \ /1 \ \\\ ', it\\ j I V' 1! I///#, I l l l 1 I ---�'-,...' `\ \\ \ 1 1 M a \ \ \ \ '• ,, ► \"‘\\,,.1 , 1 \ ,, � / , , , , , y�'� , \ , + , J ..p \ , 4 EXISTING ZONING CLASSIFICATION:XCR(EXTREME COMMERCIAL RECREATION) V1\', 1 ! ' ice' \ \ \ + Y r \ . > 1 t 4� t 1 \ \ ' 1 r I I � �� \ t f-1-1 t!1'�\\\ \\ I' - 1 , ,1/� , 1 / / _ i' __ \, ` t I, \� ��`. \ \ I // ,' - 5 MINIMUM BUILDING SETBACK(PRINCIPAL STRUCTURE)WITHIN XCR DISTRICT Z 1 , ,,I, \► t,- �. .' -'e' N89'46 19 W 400.61. \,r ',ill \I \ —' - — g Z Ii I `T-,�' TS89'46'19 E 256.84——�' „— -\-- 1 �b�J'R),A---,-.._'/ I�,' ,' /' / • t' ''\ � `.,''r , � ' l` FRONT =25 FEET f 1. \/' r�` �/' '//�i� '' ' /-------;":----:--'4/_ i \ _ �! , \ SIDE =20 FEET W h N89177E /'- � '/ ''/ -p'• 1,I p \` `. \ 94�19 344 61' ` / REAR =40 FEET f 11ip. ` \`\ \ ' W Z t • _ 'L ' 1;11;i\ (�j M \ \ \\\\ , \ MAX LOT COVERAGE 407. c3 � C ,;—1' / _ /r,, II,,1, .-\\`.\\ \ , 1 I , I ,' , MAX STRUCTURE HEIGHT=45 FEET Z �IB �� / -'/ ,' ///- -,/11' \ \` II'I'll`\ CV \ I \ , , 1 1 t / / / \ .W y.f - --_____,,,,,,,\\' f 1111 `'\ \ , , \ I 1 / / \ > ,'r,,l/,I. S• \\, 1 , , 1 , II 3 ill 1 1 /�.,,' / / ,,/, // -----,`,,,r1,‘,\\ l i,I\ ,,Z\.,\, 0'DRAINAGE AND , , 1 ■ � r\I '1 / ' .. \ y + \ \ TIITY EASEMENT ' \ -' t I / ' 447.90,- , \ I II,1 ,`\\, ,'\ ! / 1 1 "'` .1Ir! N86'04 33 E �, `/I,,I,, i 1, 1,,/'/';',/,/ \ \\1 1 \la\ 11,± > / , ,\�`\ 1;If11I, 1 I •1//, , / /, / ! , q / f 1 If,, \'::ir ' if ' / / / \‘\,1 1 •-- IIlI1:11, t I 1 I' f I f I /,/, // / / \ / 111':11 • f I!i!i' , '� I 1, , I /,/ / 1 t 1 ,-r`, \\1 ^tnl I ! , �,� \\,\,,\,1 , \\\I 1\+, / / , XCR\\ \ \\1 �-{ I I 1 \\\\;\\1 \ i 1 1 /\1\/q/ I ,1\'1 \\ IIQ ! f r \\\\.,,1 r .>.,I \ >,/yq/ , , /1 1\ !1\ I 1 , V ,,,\;,\\ l lil / /l�yE I/ij/i/ 1 \// f ,^ , 1, � m 1 1 1 \ 1\;\\ 11 / /,\I 1 // \\L\ 1 1 1 _- \1\ 1 \ I1;1 O //,/ 1///,//N \ ,/ - '._-- - O 1 1! 1,\ /\tI 101°I 1 I t 1 \ ,11',\\\ \ , \+,I l�1/1//, ////:✓`\ \ ,,// // , �,\'`' ._21:\\ c '--\\1 1\\, 1 :' 1 I I t , VI I , \ 1 11\\,,,\\ 1�/N.'f/i��,/�� ` I'. t , I �— \....?\, 1q � CO vJ LL �j I 10�DRAINAGE AND \\\ \ , � , / / \I I f �/, 1 1 t\\ , do I , `\ ',UTILITY EASEMENT \\\\\\\ \, it l''3•'/1!f//ice -- +r I I ',1 i BRA i _ V w� 1 1 ,---\ \ /�' :lw \ _ ,11 1, , ,L/-' ,,A' ,1 , + 1 1\ \\\ \- - W Li l 1/ \� \„ ./�� fR'J \ \ \ , 11,', f�' ///-_-, t I I 1,, ,I' 1 z \ `\\\ -- F,• 1 t/ `4\\ i r\ \, \, `, r l f,\,, - -;'N._-.- ',/_.. ///f 1 I:I I, ,I I \:,``\ ``\ J /� j\, / ,, , \ it/, ,‘,.......„..2.:s....` `- - I N `1 t/ //i/// 1 1 I r r 1 _J I \\ \\\\\` - `. Ja[ ,,---.,‘,1 /1 / /� 1 ) f III ''` � t // ///, / 1�.1 I , !_ .\`\- `, Y. ,_ t/ N\ �? �- „I �\ „Ii O t'. // / ////1111; 1 `, W g II r'/ 1 1j,---,\�\\`'lit 1 I ! \ \�\ `\ --- __-""-_4\\ 7----..---",--\\`\ 1��\\�If J,ll; '/ / ///'/ // V/' �1 \\\ \\,1 II --\1 A ,\ / •I , > ''` --- ___.--- `: _ ///-� .,(' ,41,t'I /'' //, , : IO /ER `, `.f/' \1 /1 -\ < ,, , ! ; _\` _';"; „ '++1j';\; '/// ` '•tttu\ - /c 1 ,'11,' I /!,I -/, + +\\ ,,/ \ P Iyi, t'11 ,, ,1 11 1 I 1 o. 1 1 I 1 —4——— 3.4 \ ,/ Vl A 1 - L- / -t. N87'S2•40 W 406.81'------�.< 1 ,,■ :N.-:.--,,,,,„'"1•189'4.(1.1914.: 55.00, ti J/-2,.--1 1 '1 1 /'_�\I /1 \ '/ // 'l/�'�\Vll PY/i J. /' \ \,, \ _\\\`\`� .• `\\y(\,�` \\\\ `. -__ -/i-ii/ {y. i ,/ ,/ \`\`, 1'1',CAIvyMERCrAL-,-,DISTRICT) -g'-'-,\ V:;*.A\ 1•�tQf- `'° Z I— ;\ Q - °f PRELIMINARY PLAT N —_ Q. a O 0 ' 0' ED -_A I _/ r 1 I ! �� \ KEYNOTES: I\I I 1 / `\ 0 INSTALL MNDOT 250(GENERAL ROADSIDE 1 ` _ -- / \I I 1 \ `\ \ \ MIX)SEED MIX PER MNDOT SPECIFICATIONS \ 71.150 SF TOTAL •I I J // I1 i I\ \\ \\\ \ \\\ LEGEND: {�i)/��� I I; \ NDSCAPE REQUIREMENTS. 1 UNDER \ \ \ XISTING TREELINE.SEE NOTE I / / iii i i III \ \\ I \ \\ F / / / —`——_ , I 1 1 i I \ \\ LANDSCAPE REQUIREMENTS: \11 1 r 11 I /- //� _ _------__--___ _-___ __\ \\ 1,\\ \\ I I f COMMERCIAL USE:1 TREE PER 40 LF OF PERIMETER,PLUS THREE MORE. a it \1\ I c-_ t f' _- - r I 1\ \ \ \ \ 2490 LF/40=62.25(62)+3=65 TREES m 1 1 1 I 4 \ , \ \///-/'-'"_-\-'/ /-'- - �, \ ` I I \ \ \ \ RATIO OF TREES: n c \1 1 \ / .r��1,". L.�7"..'.'"�'T��„M?��.1� \ \ \- \ / \ \ / ( ) N , r \ / \ I / / -__-- -3_ \ \ 1 1 \ / I \ \ \ \ l \ SOX OVERSTORY SHADE 2�CALIPER 1\ I I )// \ I \ \ 1 1 \ ( I \ \ \ \ \ \\ 25X ORNAMENTAL(1.5•CAUPER) 1\1\I I\ II / J\ /\\\ \ I FSJ 1- /1`ECy/`_'_——— — __ `\ \ ` \ t 1 \ l \ \ \ \ \ \ 25%EVERGREEN(6'HEIGHT) 1\\ \ \ \\ I SHOP / \ \\ \\ , t \ I \ \ \ \\ \\ \.. \ CREDITS. \\\ ,'” / 1\\ \ \ EFE988.0' , -_ 1\ \ \ t \ \ \ \ \ \.\\ \ , I. FOR OVERSIZING TREES.THE TOTAL NUMBER OF REQUIRED OVERSTORY TREES MAY BE m \\\ 1 \ / \ \ I I KRFfrEkEItE,ONLY) \\ \ \ \ \ \ REDUCED BY ONE TREE FOR EACH NEW DECIDUOUS TREE MEASURING FOUR AND W \1 1 \ \ l 1_ .�_�'_L% r � \ � •'1. \ \ \ \ ONE-HALF INCHES OR MORE IN DIAMETER,OR EACH NEW CONIFEROUS TREE 1 II \\ 1 I 11 / ! 1 1/ I ! / ! I ,\ \••t \ \ `\ \\ \\ \\ ; MEASURING TEN FEET OR MORE IN HEIGHT,WHICH IS PLANTED ON THE LOT OR TRACT. \''\ I 1 \ I I / / I I I l l I ! ',._./ •*-* \ \ \ ` \ \ \ 1 2. FOR EXISTING TREES.THE TOTAL NUMBER OF REQUIRED NEW TREES MAY BE OFFSET o 0 1\I\\` I 1\ 1 `\ \\ / /// //r I r 1 I 1 ` \.. 1�•X i:t \ \\ \,`\ /1 /> /) BY THE RETENTION OF EXISTING TREES ON THE LOT PROVIDED THAT SUCH TREES / 1 •� - SATISFY THE REQUIREMENTS OF THIS SECTION AS TO SIZE AND SPECIES.A SLIDING \\I 1 \� 1 \ / �/ // 1 I / / \ .•/• \ .\}•.I \\ \\ I I // / SCALE SHALL BE USED TO DETERMINE THE AMOUNT OF CREDIT FOR NG TRES\\\ I I / / EXISTING TREES BETWEEN FOUR INCHES IN DIAMETER AND LESS THA INCH\ \\\ I I / DIAMETER WILL RECEIVE CREDIT FOR ONE TREE.EXISTING TREE\ \ I r ! I , / i\ DIAMETER OR GREATER IMLL RECEIVE CREDIT FOR 7VY0 7REE5. Z\\ \ \ 1 I / I \ L�O 3. FOR NATIVE GRASSES AND PLANT COMMUNITIES.THE TOTAL NUMBER OF REQUIRED F- \\'/...\\ '-"`�; / / / // / ..i - - J//.. \ \\\\ \ \\ \ \ \ ,/ /'t \ TREES MAY BE OFFSET BY THE PROVISION OF NATIVE GRASSES AND WILDFLOWERS. Q l/)3 / / /..,i / • •�i.�.�.+ r--�1-• !/ \\ \ \ \ \ \ / \ PLANTING OR PRESERVATION OF NATIVE PLANTING COMMUNITIES WALL RECEIVE CREDIT Z W \ _1.--' / i, / / //./ / /'!'/ < i•i- - ^- • \\\\\\ \ \ \\ \ ` I I // \ ` FOR ONE TREE PER 300 SQUARE FEET OF NATIVE GRASS AREA CREDITS MAY NOT D O \ `� / , f ��. / / � � _ .•.. .'. `` ` \ \\ \ \ r / \ EXCEED 50 PERCENT OF THE TOTAL REQUIREMENTS. J W•�\ // / / �/ �'' //// ....... \\\\\\\\,.\\\ \\ \ \ \ \\\ I I 1 , // \ NOTE: /,- / // .... \\\ \ \ \ \ \ I I I / , ` , AN ONSITE EVALUATION BETWEEN THE CITY AND OWNER/LANDSCAPE ARCHITECT WILL .-2.t 1 / -�- -/-/ / �; I I \\ \ \\ \ I 1 \ 1 \ I I I / BE CONDUCTED PRIOR TO CONSTRUCTION TO REVIEW WHICH ABOVE MENTION CREDITS I-V / - S 11 / \ \ \\ \ I \ l ! ! I ! / \ APPLY.THE RECORD LANDSCAPE PLAN FOR THIS PROJECT WALL FOLLOW THAT ON SITE O / _ y% '.� -.--,\A \1\ - ] \ \\ \ \1 I I I I l 1 ../.. ,. \ EVALUATION. Z ' I f TURF TECH\ "—' '; /-'1,-4,95 -, // / ,/ i jip ,___,_,,s,. t Mpr�r!��a t. \.\ >• I.J .'. '✓`.'.'1 ! PLANT SCHEDULE: //,�I I'''! / / / /� 1 \\!SOP,�2 �CN�MI����� \' � \'\' '1+ /. /' / 1 1 (I \\y r .4etaff � t. 'It'FFE=•:..0 • I ■\ \ \ ! .'G'•' ! 11 / / - t \ �• \ \ PLANT LOCATION,TYPE AND QUANTITY TO BE PROVIDED AFTER CITY Z 11\\\J I t jr.T1 /�'..i \I- -ENCE �� M \ 1\\\\11 t \),/,/,///// \ AND OWNER ANDSCAPE ARCHITECT ONSITE EVALUATION.SEE NOTE 1 0 a 1 \\\\\ 1 I II / � \ \\1\ONLY) \\ •\ I 1 I ://;:.:7•••y� , •• I \\ UNDER LANDSCAPE REQUIREMENTS. d'g 1 I I 1 /�rn` \1\t\ \ I' _ 1 f r,1 I!/ / ' 1 id \\\\ ir,i t \'N:?;R / \•/. . .c . \ \\..7..•y S \ \\ t�� '.�.'./ \\ \ I I ' \ �I Y// I/I /if,/ir \I //////,1//0/i/\ \\// !,//iii` \l /l /l�, \\\ \)I /l l iii%/ \\ /NC I l\\\ \ %/%%/�' \\ I /\ ! / 1 Vt. \ -f' 11I\11\1\\\ Ir �� � ;'r'"--- 1 I ' I I 1 I r III I I '\ \ \\\_\\\,I I / 1/ /1 I I 1 I \ i i i/,/l---'I I 11 1 f I I II I \` \/ \ 11 1 11 / I I I I I I I I \\\ \ a 1 \ I / / 1 \. \\ /11111 II\ ;! //c--\ / // I I 11 1 111 r l l r \`\`\\ Z \ mr. I r / / I ! 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V v u) li 5 F N kr- 0 i._ 11 3+I 0 0 0 0 0 0 0 A, KEY NOTES miller •dunwiddie / ,60-o• / ANDIMICEIIII1 ` 2b..o• 25.-Cr 25-0• 2,3.•0• 25•o• 25.• DRAIN O FLOOR DRA I I I I I I Q CONCRETE SLAB in North Third fiTINE 106 MIEIOl0o0E IN 03101-14011 OOF SUIT WALL FOR SUBDIVISION 1 I I 0 0 ' s 1 .;D VIEW O W LL TOEROOF DECK•TYP. p 11il�f f 312•INf4 1 I I I I I f - I I, I irtii L T FEET LATED OVERHEAD DOOR 11''MIA*OVU ED EGRESS I R I CRETE STOOP/APRON 0 T� RBNO ROUGH.1 ® I ® ® I ® 1 i['' EN METAL oUTTER IIIIE I QIR Reese I 91IIE IMF III 992 1142 4 9F EN METAL DOWNSPOUT 1 I I 1 I O I I L PACK LIGHT I EN METH.WALL PANEL I I © FIN METAL CANOPY• _ k , MINRAA PRAMS MISW1Tm I �'_ 4c ZFn wNOO w �� 1!.Yi�1 rj■ A2 z O EN METAL ROOF AND/ACM 1 . ,,,,_— -C-Wet Z Z-'1-c-s-I- -c-S-IE a H-c-c. 31 31-1111-C-13-11111-11 N 3 a-c'" =r a-a-c-c-■"E_' -C-11-11 3 -c->E-� W w - ` ', B 1 ik ® oo O MATERIALS ERX I, I © POWER 1 , V ` I,'.':: ,,:A.I EXISTING CONSMUCTION SHOPS V �-L-,�- EARTH J ��-��-��-� BLDG#1 ] V I i �1 21I 1 I CONCRETE KOCK.. I ® I I ® I I ® I ® I ® I f U:::1 ® GRAVTa BALLAST 9LE1E NBIIE VIII n29F Mg I I sev : •1 TAL STUD®® OD® OOD— _ - _ _ — — \ O if•;g',.. SOAAD/0-EL PLANNING ONLY •..••.• AT10N NOT FOR•••••••N❖.❖.❖� LATION CONSTRUCTION GEM CAST STONE A2 0 LEVEL ONE PLAN �i PLAS TER 1/6'•1'-0• GYPSUM BOARD\o_. 0 4 e to ACOUSTIC CE9:2Ki TLE BUILDING CODE SUMMARY-PRELIMINARY COMM. TER1602 CODE SUMMARY FOR SITE PLAN REVIEW FRONTAGE INCREASE PER 9M t 706.5 TABLE ALLOWABLE OPENINGS ))t: 0541•,2016 APPL.ICABIE CODES NRE SEPARATION DISTANCE • 1016 MN BUILDING CODE NN (PERIMETER WON 20'OPEN SPACE) • 0 FEET-5 FEET.UNPROTECTED.NONNBPRINKLERN:D-NOT SYMBOLS Dr own: DPY,DJG • 2MM ELECTRUMD CE O DE W LO x 7,1:424 To:a:a::1 1 F/4 00 FEM 4TTTE0 0R W70.T • 5 FEET TO.10 FEET-UNPROTECTED.NON.S►•10%OF c11.3,K HO: D,JG • 2015 MN ACCESSENLITY CODE WALL AREA • 2015 MN MECHANICAL APO FUEL GAS COOS I•FP•251 WOO • 10 FEET TO.15 FEET-UNPROTECTED.NON..15%OF • INTERNATIONAL FIRE COOS ..1400/480•251 70.7/30 OR.76 X 1 OR...75 WALL AREA 0 ew1 ®ae,.re.°..w`~`~ ~` • 16 FEET TO.20 FEET-UNPROTECTED.NON.•25% SUED.SECTION O WALL TYFE BUILDING O MOWN NG HEIGHT B UILDING ONE(SINGLE 8•1 OCCUPANCY PER 297.1) A•9000•IS X 90001 • 20 FEET TO.26 FEET-UNPROTECTED.NON.P•45% MARKER DESIGNATOR A101 ELF/ANON MARKEFL DESIGNATOR '" ,, TYPE V•11 CONSTRUCTION A■19,7*M ALLOWED MIN FRONTAGE NEKME • 26 FEET TO.30 FEET-UNPROTECTED,NON.•7014 8•1 MODERATE WIZARD STORAGE-MOTOR VEHICLE REPAIR GARAGE 30 FEET OR GREATER-U N P R O T E C T E D,N O N..NO LAME .�e. ,sNGA PE M R A FIRE RESISTIVITY OF ELEMENTS TAME Nt-TYPE V-8•0 FIRS WALL SECTION KEYNOTE NTEINOR REVISION LE V GL ONE PLAN RATING FOR EXTERIOR WALLS-S-1 OCCUPANCY TAME N2 NON4PRINKLERED PER MILLI MP.GARAGES.Rd 2 MARKER O DESIGNATOR 1 0900 3 ELEVATION MARKER D DESIGNATOR EUMMI AIM MO H�IIT • .S■2HRS EIRBNM ONE STORY MITI MAMA LESS MAN/2,•N M • S-1d=1 HRS PORTABLE FRE EXTENOU NERS PER MU 4 Iii:=99 WITH FRONTAGE INCRF118E PER N92 .3'•30 9000 BF A WITH*CREASE 15,750 SF 12.000 SF ILDING MAXIMUM BUILDING HEIGHT 40 FEET OW AND EMT ACCESS DOORWAYS SIM PROPOSE BUILDING HEIGHT 26.5 FEET ONE DOOR RED PER TAEL2?MILT ® DETAIL MARKER L63 CW/SF PANEL TAG O BUILDING GRID L*E F DOOR TAG PLUMING-N OCCUPANTS.SPLIT 30/30 S•t OCC REQ 1/100 WC FEMALE,1/100 WC MALE DP.1 SINK PROPOSED 1 FEMALE WC.1 MALE WC.1 OF.1 SERVICE SINK *LE�L Al IFC 2011 0.� NON•SPRI N LERED PER III .L1 REPAR GARAGES.IIMI 2 NRBNOS ONE STORY M NFM■AMA LE IN*WeSF N, 'i a 4 s e r 1 •t• KEY NOTES miller dunwiddie O FLOOR DRAIN AlICIMICW111 (i) ( l) T ci--) T (",--) ci--) C) t1PERMEAKE FLOOR FN. O ,F4rruRE WALL FOR SUMONMION 123 Mirth 1b1n11 Seed Seib UM lienupels MN 111111-16/1/ erabelliwilembilleam 1 1 1 1 i 1 0 ......To ROOF oc-..Ty, p 212,13140111 f 313-337-411131 1 1 1 ( ----9 e ic) I 1 or r+ 0 wALL TO 10 FEET 1 r 23.-+• °N1 I I I e 1.7°i 0, =TED OVERHEAD DOOR O 3..,HM...ED EGRESS I I I I I I I.. C.) CONCRETE STOOPIAPRON •.....,....A.,,,..,,..,='''`-`m,==‘,..,.. .....,,,,,,,,,,,,...,,,.....,....,..4 ',--1-k.7,.0-4- I® : G - a -1 0 :-': .1 0 -1 ..',,0 --0 ,:1 0 PLIAIBING ROUGH. ', - ,".„, —A . — --, , misanavoi:',.'r - ,t‘,1,,,... ,;,p,,,,,,- immomaa ,' G PREFIN METAL..... [7 ' ''1'. ' ''',,..". 5$1:1.t,k ii‘g.. .i t,i :174;571`..g.'%":==`-‘.:2■4•Elt 0 4,,',. , C) --,''•' 5 0 ''','.''' 0 ....,.„...:",: 5 C)._ :...,'',"';‘''', , ..,.. 1 —0-- -4 0 PREFIN METAL DOWNSPOUT u=reLAT:OrlialigigaZor'"'T 1 i;;t",;:" - I 7 I -- I H I , e WALL PACK LIGHT ' -- 1 1 1 I _TOP OP P02.4.11/1,34. 0, PREEN mum.WALL PANEL ..... I I I I I i I 0 PREF.mETALcAmopy 0.11 40M. I I I I I I I ....., ALUMINUM FRAME wsuLATED O EXTERIOR ELEVATION-EAST 0 O. 1....1 1,8...10 ei"; PREPPI mETAL ROOF ANO FACIA , s-/ !PROJECT: . • (-11) C) C) C) C) (-T) ERX POWER I I I er-r+ I I I 2,-6* SHOPS 0----,I IC) 1 1 27•r...- 1 C) 1 H—€ 23.-P-0.- BLDG#1 21591 LIS MNVY 169 NW e 'II I I I I I.../\::/ ELK RIVER.MN I . 1 1 741? - 1 I / -- 14-- -"Oot• - 0 I ,'"e , c> -- 1 ,I, 0 e-„,„/, -75-1 cd --- .1 , c)'/,II ' / ,,,1 ' r-4° E§NE:=.::= , ,•I';, I I 0,- , I I I I 1 I 1 ,— , , I I 1 TOP OF_F00.47 l 1 1 TOP'IC F°°.47 - PLANNING ONLY NOT FOR CONSTRUCTION (11)EXTERIOR ELEVATION-NORTH 2C EXTERIOR ELEVATION-SOUTH lir=1•-cr 118=1.-a. ? ® . T 1 , WALL SIGN-MAXIMUM I I 1 e I , I 4:()MM.M D.: TER1602 15%OF WALL. 4immuni .T.7",:r7T 7:7 7777 7...,,,T,;.7 71,7,,,7,,',7 17,,,-..,;'',,,,,:',77.:7ri 7,77. 1 I .Ie: 05-31-2016 TOTAL WALL 4,000 SF, ' '..'' .'. ' '' " '"' MAX SIGN es"SF , i I i ;;i'T l' il I it.iiiii,,,i‘ f,ill. !I,- ....r.'1..4.' , 1„...,..:i„ , :. ': C.) I I ...u: Author .;;:....,:, ..j,:.i.'.'.;l'..'',''',.:[-...'; '. .,`j cHM,KED: Checker / - --"---: . 4„........,*4 , ;=,.......=x=e:FI EMEgIM:=1 ' ,.;0 I 1 1 e, •_:.., 1,e, __ ,,,,, i:i ;c), , . ...„.f.,,,,, • 4,,,,,, , •.,,..,,, .„,..,,, I ENININNEll'f,- ...,,,,,. ,.... milmillit ,, MINI ' ,::,1?,.',?.*Iii- 1' ...,, ,s'lli:) , ,,,ig;. EXTERIOR ELEVATIONS I 0 .- ' ' I 0 ; '. I 0 '4'.. ' ' I 0 -LT 5 1 0 .:41' El 1 , V..) :44. ' Ur I ., 'I - i '. I 1 { '.1 I ::',4 kr e I I I I I I I _TOP OF MITI.NO.ra__.4, I I 1 I I I MigifEEME=i ,CDEXTERIOR ELEVATION-WEST vr-1.4r A2 c`ty of Elk Memorandum . Rsver To: Planning Department From: Kristin Mroz,Environmental Technician Date: 6-14-16 Subject: Site Plan Review Meeting—June 6,2016 The department listed above has reviewed the application(s) listed below and has the following comments: 1. Case#P 16-08, CU 16-18—ERX Tech Shops/Aggregate Commercial 4th Plat 1. The wetland needs to show the delineated wetland line (label if just not labeled) — delineation report attached. 2. The wetland on the east side should show the 25 ft. buffer as shown but also include a 45 ft. Drainage and Utility Easement around the wetland delineation. 3. Will there be a location for car parts,used motor oil,general waste, tires and/or other auto maintenance materials? How will users be expected to dispose of those materials? If they are able to leave materials on site,where will they be stored and how will they be disposed of?