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6.2. SR 08-16-2004River MEMORANDUM Item #6.2. TO: FROM: DATE: SUBJECT: Mayor and City Council Chris Leeseberg, Planner ~ August 16, 2004 Case No. CU 04-19 Request by PlanScape Partners to Construct a Motor Vehicle Repair Shop (Abra) Request The City Council is asked to consider a request by PlanScape Partners to Construct a Motor Vehicle Repair Shop (Abra). Location NE corner of Line Ave and 183rd Circle Lot 1, Block 1 The Pines Town Office Park 3~a Addition Zoning/Land Use BP (Business Park) / LI (Light Industrial) 60 Day Rule In order to comply with Minnesota Statute 15.99 (60 - Day Requirement), action must be taken on this request by August 27, 2004 Attachments · Location Map · Approved Text Language · Memo from the City Engineer · Site Plan (C-I) · Grading and Erosion Control Plan (C-2) · Utility Plan (C-3) City Council / CU 04-19 August 16, 2003 Page 2 · Landscape Plan (L-I) · Elevations Analysis The City Council on July 19, 2004 approved an Ordmance Amendment to allow Motor Vehicle Repair Shops as a Conditional Use in the Business Park zoning district. The amendment includes six performance standards, including minimum btfilding size. The applicant is proposing to construct a one story (25' tall), 17,950 sqft building in the Pines Town Office Park 3'a Addition for an automotive repair shop. The size of the building exceeds the 15,000 square foot mmimum required in the performance standards. The exterior fmishes of the buildmg will be comprised of scored, burnished, integrally colored concrete masonry units (CMU), black glazed accent CMU's and tinted reflective glass curtain walls. The materials meet the Business Park design standards for type and usage. The outdoor storage/parking area will be screened by a 6-foot tall 100% opaque vinyl fence. Parking and Circulation The site will be accessed from 183~a Circle at one location and there will be internal circulation around the entire perimeter of the buildmg. The proposed layout shows 95 parking stalls, of which, 62 will be within the fenced area. The remaining 33 stalls will be located in "front" of the proposed building. The proposal exceeds the requirements by 35 stalls. Landscaping The landscape plan exceeds the requirements by six trees. Grading, Drainage and Utilities Grading, Drainage and Utilities are addressed in the City Engineer's memo. Standards for Issuance of a Conditional Use Permit The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location: 1. IF/ill not endanger, injure or dettimentallj affect the use and enjojment of otherproperly in the immediate vicinity or the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the dty. 2. W/ill be consistent with the comprehensive plan. S:\PLANNING\Case Files\2004\CU 04-19 PlanScape Partners\CU 04-19_CC.DOC City Council / CU 04-19 August 16, 2003 Page 3 3. [Vill not impede the normal and orderly development and improvement of surrounding vacant propert~y. 4. 17~ill be served adequately by and mill not adversely affect essentialpublic facilities and services including streets, police and fire protection, drainage, refuse disposal, mater and semer ~ystems, parks and schools; and mill not, in particular, create traffc congestion or inte~rence mith traffc on adjacent and neighboring public thoroughfares. 5. [Vill not involve uses, activities, processes, mateffals, equipment and conditions of operation that mill be detffmental to aw persons orpropert~y because of excessive traffc, noise, smoke, fumes, glare, odors, dust or vibrations. 6. IT~ill not result in the destruction, loss or damage of a natural, scenic or histoffc feature of major importance. 7. Willfully comply mith all other requirements of this Code, including any applicable requirements and standards for the issuance of a license orpermit to establish and operate the proposed use in the 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. The request meets the standards for issuing a Conditional Use Permit, including the performance standards for this use. Planning Commission Actions The Planning Commission unanimously recommended approval of the request. Recommendation Staff and the Planning Commission recommend the City Council approve the request by PlanScape Partners with the following conditions: 1. ALL COMMENTS OF THE CITY ENGINEER SHALL BE ADDRESSED. 2. IF THERE IS TO BE AN EXPANSION OF THE EITHER THE BUILDING OR THE PARKING LOT, THE APPLICANT SHALL APPLY FOR AN AMENDMENT TO THE CONDITIONAL USE PERMIT. 3. ALL REPAIR SERVICES SHALL BE CONDUCTED INSIDE THE BUILDING. 4. MERCHANDISE SHALL BE STORED INSIDE THE BUILDING. 5. ALL DAMAGED VEHICLES STORED ON THE PREMISES SHALL BE STORED WITHIN AN AREA WHICH IS SCREENED BY A 6 (SIX) FOOT HIGH 100% OPAQUE FENCE CONSTRUCTED OF FACTORY FINISHED METAL OR VINYL MATERIAL. 6. NO SALES OR DISPLAY OF MERCHANDISE OUTSIDE THE BUILDING. S:\PLANNING\Case Files\2004\CU 04-19 PlanScape Parmers\CU 04-19_CC.DOC RIVER PLAZA TRAILS LEGEND EXISTING SIDEWALK FUTURE SIDEWALK EXISTING PAVED TRAIL FUTURE PAVED TRAIL FUTURE TRAIL FUTURE WIDENED SHOULDER RIVER SITE ET POINT UPA E~ENUE ~ lxlver Case Number: Location Map CU 04-19 PLANSCAPE PARTNERS N SECTION 30-1294. BP Business Park District (d) Conditional uses. Conditional uses in the BP district are as follows: (1) Conditional uses allowed when the underlying land use is light industrial are as follows: a. Warehouse space exceeding 50 percent of the total building floor area up to a maximum of 65 percent. b. Vocational, technical and trade schools. c. Loading areas/overhead doors when located in front yards. d. Above ground storage tanks. e. Government buildings and facilities. f. Motor vehicle repair shops, provided that they meet the following conditions: 1. All repair services shall be conducted inside the building. 2. Merchandise shall be stored inside the building. 3. All damaged vehicles stored on the premises shall be stored within an area which is screened by a 6 (six) foot high 100% opaque fence constructed of factory finished metal or vinyl material. 4. The building shall comply with the material requirements of this section, and 30 % of any building face and all overhead doors facing any public street shall be constructed of glass material. 5. No sales or display of merchandise outside the building. 6. The building shall be a minimum of 15,000 square feet. S:\PLANNING\Case Files~2004\OA 04-01 PlanScape Partners~Approved Amendment.doc Howard R, Green Oompany July 14, 2004 File: 823910J-0240 Mr. Chris Leeseberg: City of Elk River 13065 Orono Parkway Elk River MN 55330 Re: ABRA Auto Body Ske Plan Dear Mr. Leeseberg: As requested, we have reviewed the site plan submittal for the ABRA Auto Body development in The Pines Town Office Park. As you are aware, this is located on 18Ya Circle Ora Street) east of Line Avenue. The submittal was prepared by Atliant Engineering, Inc. of Minneapolis. Based on our review, we would offer the following comments: A. Final Plat In order to create the building site for ABRA Auto Body, it is proposed to replat Oudot A of The Pines Town Office Park into Lot 1, Block 1 for the ABRA ske, with the remnant being called Outlot A, of The Pines Town Office Park Third Addition. The new plat adds to the existing 75-foot drainage and utility easement along the Line Avenue frontage. The total wi&h of the drainage and utility easement dedicated along the Line Avenue frontage is 90 feet. However, the grading plan shows an expansion of the existing ponding area to a width of approximately 130-135 feet at the north end and approximately 115-120 feet at the south end. The overall dedicated &ainage and utility easement needs to be large enough to encompass the entire pond/ng area. B. Grading Plan The Elk River design standards require pond slopes to be 4:1 above the high water level. The slope between the parking area and the pond is approximately 2:1. This pond slope on the expanded ponding area needs to be flatter. The dedicated drainage and utility easement referred to in the item above needs to be widened to encompass the entire ponding area. 2550 University Avenue West · Suite 400N ° St. Paul, MN 55114 · 651/644-4389 fax 651/644-9446 toll free 888/368-4389 · The grading plan should show tree protection, renting around those areas where existing trees are to be saved. · All drainage from the ABRA site will be picked up internally in catch basins and small diameter storm sewer and directed to the expanded ponding area. C. Utility Plan Sanitary sewer service will require a sampling manhole to be installed. The sampling manhole should be placed somewhere in the paved surface. It can replace the deanout shown in the sanitary sewer service currently. Water service is provided by extending a 6-inch service into the building. This will provide domestic and fire protection. Also, an additional hydrant is teed off the water service and placed in an island near the gate to the fenced-in parking area as requested by the Fire Chief. A drainage and utility easement needs to be added to the final plat over the water service to the hydrant. All water mains containing hydrants are considered public so that the city can maintain and operate the hydrants to ensure their workability in case of fire. D. Miscellaneous · The project will disturb more than one acre of land. This will require a NPDES construction permit from the Minnesota Pollution Control Agency. As part of this permit, a Surface Water Pollution Prevention Plan (SWPPP) will be required. The SWPPP will need to be submitted, reviewed and approved by the city. Many of the components of this SWPPP are included in the notes on the grading plan. Attached is a checklist prepared by the city, listing the SWPPP comments; this can be used by the developer's engineer to review and ensure that all components are included. · Because of the nature of this proposed business, the SWPPP should address storage of chemicals on site and the storage of vehicles which may have been damaged in an accident and potentially leaking fluids, as well as any other potential sources of surface water pollution from the site. · The project proposes to create more than one acre of new impervious surface area and therefore, is required to meet the water quality treatment requirements of the NDPES construction permit. Calculations need to be submitted to show these requirements are met. If you have any questions regarding any of these comments, please call. Sincerely, Howard R. Green Company Terryj. Iv~aurer, P.E. S:\PLANNING\Case Files\2004\CU 04-19 PlanScape Parmers\7 14 04 Engineer's memo.doc VICINITY MAP NO SO&LE S89'sg'37"E 393.14 S89'59'37"E 43' / PROPOSED ./ S~EEN ~N~ PAYMENT A~O BODY t ~ll~ / P~ ABA [T~.) PAYMENT ~ I I ...... HYDRANT I L .............................. ~ B~LDER ~TA~INO~ NBg'54 04 E 225 79 ' L=] 70 ~' "'( SITE DATA: ZONING: PROPOSED USE: CROSS LOT AREA: TOTAJ_ BUILDING FOOTPRINT AR/A: PROPOSED pAVEMENT AREA: SITE LANDSCAPE AREA: BP - BUSINESS PARK ABRA AUTO BODY · GLASS 15O,6BO SQ. FT. OR 3.0 ACRES 17,950 SQ. FT. 45,904 SI], Fg'. 68.826 SQ. FT. PERCENT BUILDING COVERAGE: 14~ (x ~ ~ ~ ~) PERCENT LANDSCAPE AREA: 53~ PERCENT IMPERMEABLE ,~EA: 4-7~ BUILDING HEIGHT: ONE STORY, 25* HT. SITE PLAN BASED ON SURVEY INFORMATION PRODDED BY ALLIANT ENGINEERING, INC. (612) 758-5080. PARKING DATA: DEVELOPER/FUTURE PROPERTY OWNER: MAL/AH ACOSTA. ASLA ALUANT ENGINEERING 233 PARK AVENUE SOUTH. SUIT~ 200 MINNEAPOLIS, MN 55401 PH (612) 756-30~6 srrE LEGENE~ UVONIA PROPERTIES LLC 1. ALL DIMENSIONS ARE TO FACE OF BUILDING AND/OR BACK OF CURB. 275 CARSON AVENUE REFER TO ARCHITECTURN- DRA'AINGS FOR CONCRETE STOOPS I I LIGHT DUTY BITUMINOUS PAVEMENT ELK RIVER, MN 55550 2. ADJACENT TO PROPOSED BUILDING. PH (763) 241-9500 APPLICANT: s.~ NAVE A FA,'E FOOT TRANSITION ENGINEER=. B, ALL CURB AND DUTFER TO BE CONCRETE 6612 CURB UNLESS : TRAFFIC FLOW ST ...... PROJECTI~f'%l~'~..~l...m ,i'IAKIA¢"I=I=I: I1. BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING DIRECTION OF TP.A~-,C FLOW FACE (~'f'P.) UNLESS OTHER~ISE NOTED. ::::) FX (612) 756-309B 13. CONTRACTOR SHALL INSTALL FIRE LANE SIGNS IN LOCATIONS DESIGNATED ~Y ~'IE FIRE INSPECTOR, SITE PLAN o. ,o. ,o. ,o. 0 SCALE IN FEET NORTH AUTO BODY & GLASS 8801 SHINGLE CREEl( Pk'WY ~ BROOKLYN CENllER, MN 55430 (763) 561-7220 FAX 561-7433 PROJECT LOCATION: ELK RIVER, MN SHEET NUMBER / TfTLE C-1 SITE PLAN NOTE ~'5. mC~NT co~mc~ PRACae~ 3 R D STREET 92%.' AUTO BODY & ~.A$S ~ FFE g28.0 ,r[NCE [TYP.) 183.RD CIRCLE ROCX ~ NOT~8 924.63 GRADING AND EROSION CONTROL PLAN EF~ CONTROL AROU~ CATCH BABIN ...... B6 12 CURB AND GUTTER ~ LUMINNR£ EXISTING CONTOUR 789 PROPOSED CONTOUR TOW XXX TOP OF WALL EL-~,/ATION ~ X~ , BOTTOM OF WALL ELEVA,qON - - ~- - DRAINAGE DrVlDE FFE nR~r FLOOR £LEVATION INLE"r PROTECTION ENGINEERING FABRIC STEEL FENCE I R AL) POSTS 6' O.C. GROUND'/'~ ~BURY BOTTOM 4" CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL EROSION CONTROL MATERIALS FOLLOWING TURF ESTABLISHMENT NO SCALE 0' 30' 60' 90' SCALE IN FEET NORTH AUTO BODY & GLASS 8~01 SHINGLE CREEK ~ #200 BROOK[YE CEN'IER, MN 55430 (763) 561-7220 FAX 561-7433 PROJECT LOCATION: ELK RIVER, SHEET NUMBEB / TITLE C-2 SITE PLAN Ld 5 R D ~:.!: STREETi UTILITY LEqENI). PROPOSED DRAINAGE EASEMENT U ]LfTY PLAN 921.60 923.50 604 DRAINAGE EASEMENT AUTO BODY & GLASS FFE 928.0 COMBINED DOMESTIC &~ FIRE PROTECTION UNE. SEPERATE AT INTERIOR DD DO STUB IE 922.00 605 I 92'-6" SDR-40 I W/6' OAT[ VALVE: PROPOSED 20' ~DE EASEMENT MH RE g26.05 IE 921 O0 N L1B'-6" PVC s" PVC /S~R-~O o 2.0~ CONNECTTO EXIST, 8' STUB ~//~Q"x S' REDUOER PROPOSEDSTORM SEWER PROPOSEDSANITARY SEWER PROPOSEDWATERMAIN PROPOSEDCATCH BASIN PROPOSED SANITARY/STORM MANHOLE PROPOSEDSANITARY CLEAN OUT PROPOSEDGATE VALVE PROPOSEDHYDRANT EXISTING GANITARY SEWER EX/STING STORM SEWER EXISTING WATERMAIN EXISTING SANITArY/STORM MANHOLE EXISTING CATCH BASIN EXISTING HYDRANT EXISTING WELL EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC EXISTING TELEPHONE LUMINAIRE UTILITY NOTED 1.EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD AND WITH THE CITY OF ELK RIVER, MN PRIOR TO CONSTRUCTION. 2. MAINTAIN 18" VERTICAL AND §' VERTICAL SEPARATION AT ALL PIPE CROSSINGS, 3.CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START OF CONSTRUCTION. 4.UTILITY CONTRACTOR TO PROVIDE POLYSTYRENE INSULATION FOR ALL STORMSEWER AND WATER MAIN CROSSINGS WHERE VERTICAL DR HORIZONTAL SEPARATION IS LESS THAN 6'. 5.ALL UTILRY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY OF ELK RIVER ENGINEER!NO DESIGN STANDARDS. 6. NOTIFY GOPHER ONE 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 7. PROVIDE TEMPORARY TRAFF1D CONTROL IN COMPLIANCE WITH MNDOT 'TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS--FIELD MANUAL" DATED JANUARY 2001, FOR ANY UTILII'¢ CONSTRUCTION WITHIN PUBLIC R.O.W. B.CONNECTEWLTO STORM SEWER LINE WITH "WYE" CONNECTION. 9,ARRANGETEL, GAS, AND ELECTRIC SERVICE CONNECTION WITH THE RESPECTIVE SERVICE COMPANY. 10. REFER TO PHOTOMETRIC PLAN FOR LOCATIONS, FOOTCANDLE PRINT OM7ANDSPECIFICATIONS 11. ALL SANITARY MANHOLES TO BE 4-8" DIAMETER CONCRETE W/ NEENAH R-164-2 CASTING. 12. PROPOSED WATER SERVICE SHALL BE INSTALLED WITH MINIMUM 7,5' OF COVER OVER PIPE. 13SEWER SERVICE SHALLBE6" Pv~, SDR 40, ASTM 3034 USE BENDS & F1TFINDS AS REQUIRED. 14. THRUST BLOCKS SHALL BE PLACED AT FITrINGS, ~EES, BENDS, CROSSES. PLUGS, ETC,. 15. CONTRACTOR TO MARKENDS OF UTILFrY STUBS WITH A WOOD4X4 POST (UPON COMPLETION OF EACH PHASE). BLUE FOR WATERAND RED FOR SANITARY. STORM SEWER 8C:HEDULE SiRUCIURE ~ STRUCTURE j~ FROM INVERT TO INVERT PiPE LENGIH,TYPE/CLASS RIM FROM S'II~UCTURECASllNG FROM TO ELEVAllONELEVAllONAND SLOPE ELEVAllON SiZE AND TYPE: TYPE RIP RAP CB 603 CB 602 925.00 921,86 (E) 22§'-(2' RCP Ct-5 0 D.50~ 925.50 24" x 56" BOX R-3067 CB 602 ~S 60gA 92176 (~)92E6D ~0'-72" RGB GL-5 e 0.51~ 925.50 24" x ~6" BOX R-~067 F~S 600A 92?.§0 12' RCP W/SAFE~ Q~ATE 2.0 CY CL-3 CB 5~ CB 605 923.00 922.28 (E) 247'-12' ReP GL-5 ~ (I,~ 925.40 24' x 56" BOX R-5067 CB 505 CB 60~ 922.18 (FI) 921.76 (S) I~3'-12' RC~ CL-5 ~ 0.32~ 925.00 24' x 56" BO;( R-3067 CB 6~I F[S 60CB 921.66 (fl) 921.60 18'-12' RCP CL-50 I),~9% 925.90 24" x 56' BOX R-~067 FRS 6009 921.60 12' RCP W/SAFETY ~RAT[ 2.0 CY CL-~ ~S 700 OCS 701 919.60 9~§.80 ([) 3~'-I5' RCP CL-5 · 2.58~[15' R{~P W/SAFETY 8RA1~ OCS 701 FEB702 917.50 (W) 917.00 40'-15" RCP CL-5 ~ 0.§0~ 924.50 i60' DIA. R-2557 rES 702 977.0a :tS" RCP W/SAFETY CRATE to CY GL-3 ALL C~NGS SHOULD ~E NEENN4 OR APPROVED EQUAL. WATERMA~N TO BE INSULATE~) AT ALL STORM SEWER CROSSINGS. ALL CATCH BASIN RiM ELEVATORS .*RE AT CENTER OF STRUCTURE AT FLDW LINE. O' 30' 80' SCALE IN FEET NORTH AUTO BODY & GLASS 6801 SHINGLE CREEK PKWY ft~ BROOKLYN CENTER, MN 55430 (763) 561-7220 FAX 561-7433 PROJECT LOCATION: ELK RIVER, MN SHEET NUMBER / TITLE C-3 UTILITY PLAN SEED PLANTING NOTES: GENERAL CONTRACTOR TO SEED AND STRAW MULCH AR~ SHOWN AT THE FOLLOWING F~TES: SEEDING SHALL BE APPLIED FROM APRil 15 - JULY 20 OR SEPTEMBER 20 -- FREEZE UP MULCH SEEDED AREAS AT THE RATE OF 2 TONS PER ACRE MULCH WITHIN 48 HOURS OF SEEDING, MAI~NN SEEDED AREA~ ~ WATERING, REMULCHING AND REPLANFFING AS NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED. ANY AREAS FNUNG TO ESTABLISH A STAND SHALL BE RESEEDED, REFERTIUZED AND REMULCHEO WHENEVER 70~ VEGE-FATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM ~N ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHN_L REPNR ANY ~MAGE TO THE WORK AR~ RESULTING FROM EROSION AND/OR EQUIPMENT, THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REDRADIND, RESEEDING. ETC. AS NECESSA~, BEFORE SIGNFICANT [~AGE ~CURS. OVERSTOEY DECIDUOUS TREE ORNAMENTAL DECIDUOUS TREE EVERGREEN SHRUB L~RGE DECIDUOUS SHRUB MEDIUM DECIDUOUS SHRUB SMALL DECIDUOUS SHRUB PERENNIALS ....... POLY EDGER OL'~E_.E P__LANTING DETAIL OSHRUB PLANTING DETAIL LANDSCAPE PLAN 3RD STREET ¢ A~O BffiY l GLA~ m : ~ .. ~ . ~ ¢- ;~_ 2:"..::": ..... ~E ..... ~ ..... ,i ' ':~' :~ :::'185RD CIRCLE · ........ ~ :: ~ ~ :: : LANDSCAPE SCHEDULE QTY. KEY COMMON NAME BOTANICAL NAME SIZE REMARKS 12 RR SHRUB ROSE 'FUNNY FN;E'Rugoso tone 'Funny Face' 2 GAL., CONT. AT D~A ~pN~E~ LANDGCAPE DATA: © © LANDSCAPE NOTES: 1. LANDSCAPE CONTRACTOR SHALL VISFT SITE PRIOR TO SUBM~INC BID TO BECOME COMPLETELY FAMILIAR WITH SITE CONDITIONS. 2. INSTALL 6" MIN, OF SELECT TOPSOtL TO ALL SOD/SEEDED AND SHRUB AREAS. CONTRACTOR IS RESPONSIBLE FOR FINE GRADING OF SOD AREAS. 3. CONTRACTOR WILL STAKE DR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. CONTRACTOR S~[AL.L HAVE OWNERS REPRESENTATIVE APPROVE ALL STAKING PRIOR TO INSTALLATION. IF THERE IS A DISCREPANCY BL~EEB THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER SHOWN ON THE PLANT TAG/SCHEDULE, THE QUAN~gTf SHOWN ON THE PLAN SHALL GOVERN. 4. ALL SHRUB AREAS UNLESS SPECIFIED AS OTHER, TO BE BED MULCHED ~TH 4' DEPTH OF WASHED ~GREGATE MULCH OVER WEED ~RRIER. POLY-EDGER TO BE V~LEY VI~ BLACK DIAMOND OR APPROVED EQUAL 5. INSTALL 4-6' DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ~SOLATED FROM PLANT BEDS. B. CONTP-~CTOR SHALL COMPLF-rELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. CONtrACTOR WILL MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 7. ANY MATERI~L WHICH DIES, OR DEFOUAIES (PRIOR TO ACCEPTANCE OF THE WORK) WILL BE PROMPTLY REMOV~ AND REPLACED. 6. THE ~NERS REPRESENTATNE RESEEVE~ THE RIGHT TO REJECT ANY PLANT MATERIAL NOT MEETING SPECIFICATIONS. 9. LANDSCAPE CONTRACTOR TO WATER AND MAINTAIN ALL PLANT ~T~IALS ~D SOD UNTIL ~ITIAL ACCEPT~CE, 10 ~NDS~PE CONTRACTOR TO BLEND AREAS OF CONSTRUCTION LIMITS AT PROPERLY LINES. 11 AU_ MATERIAL S~LL COMPLY WITH STATE ~D LOCAL CONSTRUCTION STANDARDS. 12. LANDSCAPE CONTRACTOR SHALL REMOVE ALL OF THEIR OWN DEBRIS FROM SITE. 1~. REPNR AT NO COST TO OWNER ALL DAMACE TO PROPERTY RESULTING Fl~ LANDSC~E WORK. 14. CONTRACTOR IS RESPONSIBLE FOR LOCaTiNG ALL UNDERGROUND UT~L~ES AND SHALL AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO UTILITIES, SITE STRUC~JRES, ETC., RESULTING FROM LANDSCAPE CONSTRUCTION. 15. LANDSCAPE CONTRACTOR TO COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 16, AFTER COMPLET;ON OF WORK AND PRIOR TO LEAVIND SITE, S~EP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 17. ALL PLANTING SOIL BELOW ROOT BALL SHALL BE COMPACTED AND THOROUGHLY WATERED PRIOR TO PLANTING. 18. COhF~CTOR TO SUPPLY DESIGN AND iNSTALLATION OF AN IRRI~TION P~ WITH 100~[ COVERAGE FOR SOD AND SHRUB AREAS. SOD AND SHRUB AREAS TO BE ON SEPARATE ZONES. USE RAINBIRD OR APPROVED EQUAL COORDINA~ WITH G.C. INSTALL A SEPARATE WATER METER FOR ~R~ATE)N SYSTEM. O' 30' 60' 8GALE IN FEET NORTH AUTO BODY & GLASS 8801 SHINGLE CRt~K Pkg~f 1~200 BROOKLYN CENTER, MN 55430 (763) 561-7220 FAX 561-7433 PROJECT LOCATION: _~ ELK RIVER, MN ~ SHEET NUMBER / TITLE FILE COPY i m