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HomeMy WebLinkAboutItem 06 2 3 4 5 6 7 8 9 10 11 12 13 Casey's General Store - Conditional Use Permit Property Information Dakota County March 5, 2019 0 450 900225 ft 0 130 26065 m 1:4,800 Disclaimer: Map and parcel data are believed to be accurate, but accuracy is not guaranteed. This is not a legal document and should not be substituted for a title search,appraisal, survey, or for zoning verification. 110'-3"SIDEWALKSIDEWALKE/TGMCASEY'S BLDG.42'-6"x110'-3"WWATERMETERCLH.C.NO PARKINGPARKINGH.C. SIGNSIDEWALKSEE NOTE #24PROPOSED "O4"UTILITY #2UTILITY #3UTILITY #1UTILITY #4UTILITY #5610111216789TYP.8'-0"8'-0"9'x20'6'TYP.9'x20'171814'x56' LOADING ZONE192012345131415CL3'-6"21PROPOSEDB618 CURB(TYP.)B618 CURB(TYP.)NO ACC E S S B618 CURB(TYP.)B618 CURB(TYP.)(180.00')B612 CU R B (TYP.)(31.42')(56.77')(55.22')10'-0"10 FT. DRAINAGE ANDUTILITY EASEMENT42'-6"(284.69')8'-0"(302.24')27'-6"10 FT. DRAINAGE AND UTILITYEASEMENT PER THE PLAT OFKENWOOD PLACE39'-6"(29.44')SPEED LIMIT45 MPH6'6'10 FT. BLDG SETBACK30 FT. BLDG SETBACK30 FT. B L D G S E T B A C K RIGHT O F A C C E S S T O C . S . A . H . N O . 5 I N FAVOR O F D A K O T A C O U N T Y P E R DOCUM E N T N O . 3 1 6 9 2 5 1 KENYON AVENUEC.S.A.H. N O . 5 MISC #240' APPROACHCURBCURB30'-0"65'-0"10'-0"10 FT. DRAINAGE ANDUTILITY EASEMENTPROPOSED CANOPYCENTERLINE OFKENYON AVENUESPEED LIMIT30 MPH(KENWO O D T R A I L )CURBCURB 30'-0"30'-0"30'-0"30'-0"30'-0"30'-0"Existing Sidewalk8'Existing Sidewalk8'Existing Sidewalk8'8'Existing Si d e w al k Existing Si d e w a l k Existing Sidewalk 15'-0"SIGNREQ.REQ.42'-0"66'-0"22'-6"PROPOSED 6' SIDEWALK48'-0"10'-0"PARKING SETBACKCURB 41'-0"15'-0"15'-6"PARKING SETBACKPARKING S E T B A C K PARKING S E T B A C K PARKING SETBACKPARKING SETBACKNOTE #2727'-4"32'-2"82'-6"NOTE #25NOTE #2615'-0"PROPOSED 6' SIDEWALK5'5' DRAINAGE & UTILITY EASEMENTENCLOSUREDUMPSTER/RECYCLEMISC. #1CURBCURB 24'-3"25'-0"29'-5"AL-101SITEPLAN07-30-18LAKEVILLE, MNGASOLINE PUMP PARKING SPACES (DO NOT PAINT LINES OR OTHERWISE MARK)MARKED PARKING SPACES (PAINT LINES AS INDICATED)5Legal Description:U.G.S.T. NotesLegendGeneral Construction NotesAREA LIGHTS (0 SHOWN)REFER TO LIGHTING PLAN DONE BY RED LEONARD#RL-1.) 2 - 30,000 GALLON DOUBLE WALL FIBERGLASS TANKS.TANK 1-22,000 GALLON (87E)TANK 2-14,000 GALLON (DIESEL) TANK 3-8,000 GALLON (91E)TANK 4-8,000 GALLON (91C)TANK 5-8,000 GALLON (E85)2.) TANK SETTING DETAILS PAGE QF-3013.) FILL PIPE AND MANHOLE DETAIL PAGE QF-3014.) CIRCUIT BREAKER PANEL PAGE E-5015.) REFRIGERATION WIRING PAGE QR-6026.) GILBARCO WIRING PAGE QF-6017.) GAS ISLAND SIZE - 3'x5' W/DUAL GUARD PIPE8.) GASOLINE - 8 GILBARCO 700 S DISPENSERS - BLEND 4=NG1 4 NOZZLES & 8 METERS EACH 4=NJ4 6 NOZZLES & 8 METERS EACH9.) ISLAND DETAILS PAGE AL-50110.) ISLAND CONDUIT DETAIL PAGE E-60211.) DO NOT PLACE PRODUCT PIPING UNDER ISLAND12.) 18" MIN. FROM TANK PIPING TO FINISH SURFACE13.) SIGN BASE DETAILS PAGE AL-60114.) SIGN DETAILS PAGE AL-60115.) DRIVEWAY JOINTS TO BE PACKED & CAULKED16.) CONCRETE DRIVE TROWELED WITH LIGHT BROOM FINISH17.) CONTROL JOINTS - MIN. 100 sq.ft. - MAX. 125 sq.ft. - 25% DEEP18.) CONSTRUCTION JOINTS - PINNED 4' O.C. 12" EACH WAY WITH 1/2" REBAR #419.) APPROACHES TO BE 7" NON-REINFORCED OR AS PER STATE/CITY SPEC.20.) SLOPE MAX. 2% FOR BUILDING SIDEWALK, H.C PARKING 1:50 ALL DIRECTIONSALL ACCESS ISLE STRIPING AT 45 DEGREE ANGLE BEING MAX. 4' SEPARATION21.) RUN VENT LINES UP SEPARATE CANOPY COLUMN, VERIFY22.) VERIFY ALL UTILITY LOCATIONS AND DIMENSIONS.23.) CANOPY FOOTING: SIZE 6'-3" LENGTH X 6'-3" WIDTH X 3'-0" DEPTH.CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF F'C-3000 p.s.i.CONCRETE REINFORCING: ASTM A-615 GRADE 60.REBAR CAGE: (8) #6 HORIZONTAL TIES LENGTH WISE TOP AND BOTTOM12" MAXIMUM SPACING.24.) 3 FUEL DISPENSERS FALL WITHIN A 100 FOOT RADIUS OF THE EMERGENCY SHUTOFFLOCATED INSIDE AT THE SALES COUNTER FOR THE CONVENIENCE OF STAFF.25.) 6 FUEL DISPENSERS FALL WITHIN A 100 FOOT RADIUS OF THE EMERGENCYSHUTOFF LOCATED ON A POST AT THE CURB.26.) 4 FUEL DISPENSERS FALL WITHIN A 100 FOOT RADIUS OF THE EMERGENCYSHUTOFF LOCATED ON A POST AT THE CURB.27.) AIR COMPRESSOR BOX, MOUNTED TO A STEEL POLE, INSTALLED ON A 3'x6' CONCRETEPAD 16" FROM BACK OF CURB.28.) IRRIGATION REQUIRED WITH RAIN SENSOR MOUNTED ON BACK RAILING OF ROOF.AREA TO BE SOD1) WATER SERVICE:2" CTS, HDPE, SDR9, C5-200 psi2) SANITARY SEWER:PROPOSED 6" SANITARY SEWER CONNECTIONINTO EXISTING SANITARY SEWER MAIN.4" SCH 40 PVC3) PROPOSED 1,000-GAL. GREASE INTERCEPTOR:2 MANHOLES.BELOW GRADE4) ELECTRICAL & TELEPHONE:3 PHASE, 120/208 VOLTS, 4 WIRE8 LINES, 20 PAIR5) GAS SERVICE1.5" SCHEDULE 40 IRON PIPEGAS SERVICE CONNECTIONCONNECTED LOAD IS 680 MBHTOTAL CONNECTED LOAD IS 680,000 BTU618 CU/FT. HR.HOUSE PRESSURE IS 7" W.C.Ulitity NotesMISC #1:DUMPSTER/RECYCLE AREA6' BRICK ENCLOSURE REQUIRED.4-6' GATES AND 4' SERVICE GATEINSTALLED ON CONCRETE PAD W/CURBS.MISC. #24-PRODUCT MONUMENT SIGN (REQUIRED)REQUIRED TO BE 15' FROM PROPERTY LINES.(REQUIRED TO BE MIN. 10' FROM OHP LINES)Misc. Note1" = 30'Site Layout PlanA1NOTICE: ALL WORK IN/ON THE R.O.W. AREA IS SUBJECT TO THE CITY OFLAKEVILLE, MN APPROVAL AND SPECIFICATIONS.CBAKeyed Construction NotesSAW CUT EDGE OF PAVEMENT (FULL DEPTH)REMOVE EXISTING APPROACHTIE INTO AND MATCH EXISTING CURB & GUTTERPROPOSED NEW 15' CURBED RADIUSPROPOSED NEW 10' CURBED RADIUS2% MAX. CROSS-SLOPE IN SIDEWALK AREATAPER CURB TO SIDEWALK TYP. RAMP SIDEWALK AS REQUIRED.INSTALL H.C. DETECTABLE WARNING MAT. VERIFY WITH CITY.PROPOSED NEW 12' CURBED RADIUSDEFGCONCRETE PAVING & SIDEWALKS ( 36,610 SQ. FT.)One Convenience Blvd., P.O. Box 3001, Ankeny, Ia. 50021 515-965-6100CASEY'S CONSTRUCTION DIVISIONPROJECT:DRAWING INFORMATION:PUBLISHED:REVISED ON:DRAWING INFORMATION:CONSTRUCTION DIVISIONDRAWN BY:CHECKED BY:"O-4 - FLAT ROOF"R. FIDLERRELATED SHEETS: FOR ADDITIONAL INFORMATION NOT DIRECTLYREFERENCED, SEE CIVIL PLANS DONE BY KIMLEY-HORN & ASSOCIATES:General NotesZONING:CURRENT SITE ZONING IS C-3 GENERAL COMMERCIAL DISTRICTSETBACKS:FRONT YARD: 30'SIDE YARD: 10' ON ANY 1 SIDE, OR 30' ON SIDE YARD ABUTTING A STREETREAR YARD: 10'PARKING:REQUIRED: 21PROVIDED: 21 MARKED STALLS & 16 UNMARKED AT GAS ISLANDS = 37Vicinity Map F FILL W/SPILL CONTAINMENT & OVERSPILL PROTECTION (TYP)1 2 3 4 5 TURBINE ENCLOSURE TYP. CONTAINS; SUB-PUMP W/LINE LEAK DETECTION, TANK PROBE FOR FUEL MONITORING, INTERSTITIAL SENSOR AND TANK SUMP SENSOR V VENT W/SPILL CONTAINMENT & EXTRACTOR SUMP SENSOR @ EACH DISPENSERABCCGDEGDEFLot 1, Block 2, Kenwood Place, Dakota County, MinnesotaAbstract PropertyMetes and Bounds Description per Client Request:Beginning at the southwest corner of Lot 1, Block 2, Kenwood Place, Dakota County, Minnesota; thence North 03degrees 27 minutes 16 seconds East, assumed bearing, along the west line of said Lot 1, a distance of 55.22 feet;thence on a tangential curve concave to the southeast having a radius of 245.00 feet and a central angle of 66degrees 34 minutes 36 seconds, a distance of 284.69 feet; thence North 70 degrees 01 minutes 52 seconds East, adistance of 29.44 feet; thence on a non-tangential curve concave to the southwest having a radius of 2790.00 feet anda central angle of 06 degrees 12 minutes 25 seconds, a distance of 302.24 feet, and a chord that bears South 14degrees 17 minutes 43 seconds East, a distance of 302.09 feet; thence North 89 degrees 33 minutes 27 secondsWest, a distance of 56.77 feet; thence North 71 degrees 00 minutes 00 seconds West, a distance 31.42 feet; thenceNorth 89 degrees 33 minutes 27 seconds West, a distance of 180.00 feet to the point of beginning.KNOX-BOX REQUIREDROOFTOP UNITS ARE REQUIRED TO BE SCREENEDCASEY'S SITE09-10-1810-19-1811-13-1811-21-18BRICK DUMPSTER ENCLOSURE REQUIREDEE12-21-18GREEN SPACE:REQUIRED: 25%PROVIDED: Property = 54, 406.56 sq. ft. 25% = 13,601.65 Green Space Provided = 13,662.87HH01-02-19 KENYONAVENUE C.S .A .H . NO . 5 (KENWOOD TRA IL ) E/T GM CASEY'S BLDG. 42'-6"x110'-3" PROPOSED "O4" 10051010 1001 1002 1003 100 4 1006 1007 1008 1009 1 0 1 0 10 0 9 10 0 5 1004100410 0 6 1 0 0 7 1 0 0 8 10101010 101010081008 100910 0 9 10091009 101110121005 10 0 5 1006 1006 1006 1007 1008 1009 1005 10 0 5 1006 100 6 1 0 0 7 1005 1004 1006 1005 1001 1002 1003 1004 1006 101 0 10071008100 9 101010061007100810093.67%3.79%2.99%2.66%3.21%1.33%2.58%1.12%1.96%4.20%1.91%1.00%2.03%4.27%3.84%2.89% 1. 2 7 % 4.16 % 1.67%0.76%GRADING LIMITS GRADING LIMITS GRADING LIMITS GRADING LIMITS 2.0 4 %KENYON AVENUEC.S.A.H. NO. 5 (KENWOOD TRAIL)FFE: 1006.30 D D STRM - 103 RE:1006.07 IE:1002.50 N STRM - 102 RE:1005.97 IE:999.72 E IE:1001.70 S IE:999.72 NW STRM - 106 RE:1005.47 IE:1001.94 NW STRM - 104 RE:1005.45 IE:1001.11 SE IE:1001.11 NE IE:1001.11 W STRM - 101 RE:1004.43 IE:999.32 SE IE:999.32 W STRM - 105 RE:1004.50 IE:1001.49 SW 1006.00 1006.00 1006.00 1004.90 1005.20 1005.50 1005.20 1004.90 FL:1008.50 TC:1009.00 FL:1008.50 TC:1009.00 BW:1001.41 TW:1002.41 BW:1001.48 TW:1006.50 BW:1003.56 TW:1004.56 FL:1006.20 FL/TC:1007.00 FL/TC:1007.00 FL:1004.40 FL/TC:1006.76 FL/TC:1006.73 1006.50 FL/TC:1006.20 FL/TC:1006.20 FL/TC:1006.30 FL/TC:1006.30 1006.10 1006.10 TC:1004.90 TC:1006.20 FL/TC:1006.20 1006.30 1006.30 1006.30 1006.301006.30 1007.67 1007.23 1007.30 1007.75 1007.76 1007.25 ME:1008.69 ME:1008.80 ME:1007.91 ME:1007.85 ME/FL:1007.12 ME/TC:1007.62 1007.551007.64 FL/TC:1006.95 FL/TC:1007.00 ME/FL:1008.22 ME/TC:1008.72 83 LF - 15" RCP @ 1.00% 38 LF - 15" RCP @ 1.00% 139 LF - 15" RCP @ 1.00% 80 LF - 15" RCP @ 1.00% 40 LF - 18" RCP @ 1.00% 46 LF - 18" RCP @ 1.00% 10 0 5 1010 100 2 100 3 10 0 4 10 0 6 10 0 7 100 8 10 0 9 EXISTING CATCH BASIN ADJUST RIM RE: 1000.67 IE:998.86 E BW:1002.44 TW:1006.46 BW:1003.86 TW:1005.82 3.84 % ROW VACATION ROW VACATION D D OIL/GRIT SEPARATOR This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CASEY'S\LAKEVILLE_MN\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg March 12, 2019 - 11:13am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC200LAKEVILLE - CASEY'SRETAIL COMPANYCASEY'S RETAILCOMPANYLAKEVILLEMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ANDREW T. BERG, P.E.01/28/201947980DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16098200503/12/2019AS SHOWNACLACLATBNORTH GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-3034 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. ALL GRADES SHOWN ARE FINISHED GRADES. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 1001.30 OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION FL:0.00 TC:0.00 FL/TC:0.0 0.0%PROPOSED DRAINAGE DIRECTION ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D PROPOSED RETAINING WALL KENYONAVENUE C.S .A .H . NO . 5 (KENWOOD TRA IL ) E/T GM CASEY'S BLDG. 42'-6"x110'-3" PROPOSED "O4" CO 10' D&U EASEMENT 10' D&U EASEMENT 10' D&U EASEMENTKENYON AVENUEC.S.A.H. NO. 5 (KENWOOD TRAIL)GAS SERVICE COMM. SERVICE ELECTRIC SERVICE TRANSFORMER PAD 6" FIRE WATER SERVICE 45° BEND 45° BEND CONNECT TO EXISTING STUB WITH 45° BEND AND VALVE RELOCATED FIRE HYDRANT TEE D D SSWR - 105 BLDG. SERVICE IE:998.30 W SSWR - 104 GREASE TRAP RE:1006.12 IE:998.11 E IE:995.66 N SSWR - 103 GREASE TRAP RE:1006.13 IE:995.66 S IE:997.86 N SSWR - 101 RE:1006.04 IE:997.03 S IE:997.03 W 41 LF - 6" PVC @ 2.00% ROW VACATION ROW VACATION VERIFY LOCATION OF EXISTING DRY UTILITIES IN ROW OF C.S.A.H. 5 4" DOMESTIC WATER SERVICE VALVE PIV SHUTOFF 39 LF - 6" PVC @ 2.00% CONNECT TO EXISTING W/ CO IE:996.25 E CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATION PRIOR TO CONSTRUCTION This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CASEY'S\LAKEVILLE_MN\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg March 12, 2019 - 11:13am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC300LAKEVILLE - CASEY'SRETAIL COMPANYCASEY'S RETAILCOMPANYLAKEVILLEMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.ANDREW T. BERG, P.E.01/28/201947980DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16098200503/12/2019AS SHOWNACLACLATBUTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-3034 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF LAKEVILLE AND/OR STATE OF MINNESOTA WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. NORTH PROPOSED SANITARY SEWER MANHOLE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE PROPOSED HYDRANT PROPOSED TEE PROPOSED REDUCER PROPOSED UNDERGROUND ELECTRIC PROPOSED TELEPHONE PROPOSED GAS MAIN PROPOSED STORM SEWER LEGEND CO PROPOSED SANITARY CLEANOUT D D 11 - MDJ 3 - MYS 12 - DBH 4 - WLC 6 - SDO 5 - BHG 1 - NWM 5 - SGJ 1 - NWM 7 - RGD 3 - BHS 1 - SBH 5 - RGD 1 - SBH 5 - GOJ 1 - SBH 28 - WLC 6 - BHG 1 - SBH 1 - SBH 3 - WSB 3 - GOJ 8 - DBH 8 - DBH 2 - NWM 7 - SGJ C.S.A.H. NO. 5(KENWOOD TRAIL)AVENUE KENYONA B C D D D A B C C C C C C C C C C C E A B 44 - SDO A B A B A B 5 - RGD 3 - GOJ A B E/T GM CASEY'S BLDG. 42'-6"x110'-3" PROPOSED "O4" CONIFEROUS TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE BHS 3 PICEA GLAUCA `DENSATA`BLACK HILLS SPRUCE B & B 8` HT MYS 3 PICEA MEYERI MEYER SPRUCE B & B 8` HT ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE WSB 3 BETULA POPULIFOLIA `WHITESPIRE`WHITESPIRE BIRCH CLUMP B & B 6` HT. OVERSTORY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE NWM 4 ACER RUBRUM `NORTHWOOD`NORTHWOOD MAPLE B & B 2.5" CAL. SBH 5 GLEDITSIA TRIACANTHOS VAR. INERMIS `SUNCOLE` SUNBURST HONEYLOCUST B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE GOJ 11 JUNIPERUS VIRGINIANA `GREY OWL`GREY OWL JUNIPER #5 CONT. 4` O.C. MDJ 11 JUNIPERUS SCOPULORUM `MEDORA`MEDORA JUNIPER #5 CONT. 4` O.C. SGJ 11 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT. 5` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE DBH 28 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT. 3` O.C. RGD 20 CORNUS SERICEA `BAILADELINE`FIREDANCE DOGWOOD #5 CONT. 4` O.C. GRASSES CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE BHG 11 SCHIZACHYRIUM SCOPARIUM `BLUE HEAVEN` BLUE HEAVEN LITTLE BLUESTEM #1 CONT 30" OC GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING SPACING SDO 50 HEMEROCALLIS X `STELLA DE ORO`STELLA DE ORO DAYLILY #1 CONT 18" O.C. 18" o.c. WLC 32 NEPETA X FAASSENII `JUNIOR WALKER`JUNIOR WALKER CATMINT #1 CONT 18" O.C. 18" o.c. PLANT SCHEDULE A LANDSCAPE KEYNOTES EDGER (TYP.) MULCH (TYP.) SOD (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) MAINTENANCE STRIP (TYP.) A B C D E This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CASEY'S\LAKEVILLE_MN\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg January 28, 2019 - 1:48pm©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANC700LAKEVILLE - CASEY'SRETAIL COMPANYCASEY'S RETAILCOMPANYLAKEVILLEMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLAXX/XX/XXXXXXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16098200501/28/2019AS SHOWNRAHRAHRAHNORTH REQUIRED LANDSCAPING SHALL INCLUDE PLANTINGS AT THE PERIMETER, OFF STREET PARKING LANDSCAPING, AND INTERIOR LANDSCAPE PLANTINGS. THE LANDSCAPE PLAN MUST SHOW SOME FORM OF DESIGNED SITE AMENITIES (I.E., COMPOSITION OF PLANT MATERIALS, AND/OR CREATIVE GRADING, DECORATIVE LIGHTING, EXTERIOR SCULPTURE, ETC.) WHICH ARE LARGELY INTENDED FOR AESTHETIC PURPOSES. ALL GROUND AREA UNDER THE BUILDING ROOF OVERHANG MUST BE TREATED WITH A DECORATIVE MULCH AND/ OR FOUNDATION PLANTING. REQUIRED SCREENING SCREENING SHALL BE PROVIDED ON THE SIDE OF A COMMERCIAL USE ACROSS THE STREET FROM A RESIDENTIAL DISTRICT. A GREENBELT PLANTING STRIP SHALL CONSIST OF EVERGREEN TREES AND/OR DECIDUOUS TREES AND PLANTS AND SHALL BE A MINIMUM OF TWENTY FEET (20') IN WIDTH AND OF A SUFFICIENT DENSITY TO PROVIDE A SUBSTANTIALLY CONTINUOUS VISUAL SCREEN AT MATURITY OF THE INSTALLED PLANTINGS. THIS PLANTING STRIP SHALL BE DESIGNED TO PROVIDE CONTINUOUS VISUAL SCREENING TO A MINIMUM HEIGHT OF EIGHT FEET (8'). DECIDUOUS TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE THAN FORTY FEET (40') APART. EVERGREEN TREES INTENDED FOR SCREENING SHALL BE PLANTED NOT MORE THAN FIFTEEN FEET (15') APART. OFF STREET PARKING AREAS A CONTINUOUS OPAQUE BARRIER WITH A MAXIMUM HEIGHT OF 36" SHALL BE PROVIDED ALONG THE PERIMETER ABUTTINH PUBLIC RIGHT OF WAY THAT CONSISTS OF PLANTINGS, HEDGES, DECORATIVE OR ORNAMENTAL FENCES, WALLS OR EARTH BERMS OR ANY COMBINATION THEREOF. LANDSCAPE REQUIREMENTS NOTE: SEE SHEET C701 FOR LANDSCAPE DETAILS AND NOTES. This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2019 KIMLEY-HORN AND ASSOCIATES, INC.2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\CASEY'S\LAKEVILLE_MN\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.dwg January 28, 2019 - 1:55pmBYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILS & NOTESC701LAKEVILLE - CASEY'SRETAIL COMPANYCASEY'S RETAILCOMPANYLAKEVILLEMINNESOTADATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.RYAN A. HYLLESTED, PLAXX/XX/XXXXXXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16098200501/28/2019AS SHOWNRAHRAHRAHMULCH, AS SPECIFIED NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6. BACK FILL VOIDS AND WATER SECOND TIME. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8. MIX IN 3-4" OF ORGANIC COMPOST. 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8. BACK FILL VOIDS AND WATER SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACING AS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.C7011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.C7012 1/2"FINISHED GRADE AT LAWN, 1/2" BELOW TOP OF DIVIDER. LAWN SIDE "BLACK DIAMOND" EDGING BY VALEEY VIEW SPECIALTIES CO. USE 20 FT. LENGTHS. USE KNURLED CONNECTOR AT SPLICES, USE CORNER, TEE, VEE, OR WIDE ANBLE CONNECTORS AT ANGLE 10" X 7/8" METAL ANCHOR STAKES AT 48" O.C., AND AT CHANGES. EACH END. PLASTIC DIVIDER: FINISHED GRADE AT SHRUBS/ PERENNIALS, 1" BELOW TOP OF DIVIDER. PLANTING BED 1"POLY EDGER DETAIL SCALE: N.T.S.C7014 BUILDING, EXTERIOR WALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING MULCH, AS SPECIFIED 2' MAINTENANCE STRIP EDGER, AS SPECIFIED SOIL MIX TO BE MINIMUM OF 4" BELOW EDGING TOP TO ALLOW FOR ADEQUATE LIP FOR MULCH. SPECIFIED SOIL MIX FINISH GRADE FOR LAWN MAINTENANCE STRIP DETAIL SCALE: 1-1/2"=1'C70134"1"1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 3" DEPTH OF WASHED BRICK CHIP MULCH. WASHED BRICK CHIP MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 3" DEPTH WASHED BRICK CHIP MULCH. MULCH TO BE WASHED BRICK CHIP MULCH, 3/4" TO 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. WASHED BRICK CHIP TO BE ON HEAVY WEED MAT, 6MIL MINIMUM PLASTIC WITH NO EXPOSURE. MULCH AND WEED MAT TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. 18. EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. LANDSCAPE NOTES E/TGMCASEY'S BLDG.42'-6"x110'-3"PROPOSED "O4"PROPOSED CANOPYENCLOSUREDUMPSTER/RECYCLEENCLOSUREDUMPSTER/RECYCLEE/TGMCASEY'S BLDG.42'-6"x110'-3"PROPOSED "O4"PROPOSED CANOPYENCLOSUREDUMPSTER/RECYCLEENCLOSUREDUMPSTER/RECYCLEKENYON AVENUE KENWOOD TRAIL40.0'R15.0'R15.0'WB-50 - Intermediate Semi-Trailer NORTHCONCEPT SITE PLANCASEY'S - LAKEVILLE11/19/2018 1SCALE: 1/8" = 1'-0"2SCALE: 1/8" = 1'-0"4SCALE: 1/8" = 1'-0"3SCALE: 1/8" = 1'-0"15'-0"CLEARANCEC-9C-10C-7THE TOP OF ALL FOOTINGS MUST BELEVEL AND AT THE SAME ELEVATION6" FROM TOP OF BASEPLATETO ℄ OF DRAIN (TYP)TOP OFGRADETOP OFFOOTINGSC-1C-5C-315'-0"CLEARANCEC-23"Ø INTERNALP.V.C. DRAINS (TYP)THE TOP OF ALL FOOTINGS MUST BELEVEL AND AT THE SAME ELEVATION6" FROM TOP OF BASEPLATETO ℄ OF DRAIN (TYP)TOP OFGRADETOP OFFOOTINGSC-10C-4C-612'-0"±12'-0"±30'-0"30'-0"144'-0"± OVERALL LENGTH OF CANOPY12'-0"±12'-0"±30'-0"30'-0"30'-0"12'-0"±30'-0"12'-0"±66'-0"± OVERALL WIDTH OF CANOPY15'-0"CLEARANCE1'-8"±SUBSETC-2C-330'-0"12'-0"±66'-0"± OVERALL WIDTH OF CANOPY15'-0"CLEARANCE1'-714"FROM TOP OFGRADE TO ℄ OF 3" x 5"INSPECTION HOLECUTOUT & 1"ØELECTRICAL OPENING (TYP.)1'-714"FROM TOP OFGRADE TO ℄ OF 3" x 5"INSPECTION HOLECUTOUT & 1"ØELECTRICAL OPENING (TYP.)144'-0"± OVERALL LENGTH OF CANOPYNORTH ELEVATIONSOUTH ELEVATIONEAST ELEVATION WEST ELEVATIONC-7C-830'-0"30'-0"30'-0"THE TOP OF ALL FOOTINGS MUST BELEVEL AND AT THE SAME ELEVATIONTOP OFGRADETOP OFFOOTINGSTHE TOP OF ALL FOOTINGS MUST BELEVEL AND AT THE SAME ELEVATIONTOP OFGRADETOP OFFOOTINGS3"Ø INTERNALP.V.C. DRAINS(TYP)3"Ø INTERNALP.V.C. DRAINS (TYP)1'-8"±SUBSET1'-8"±SUBSET1'-8"±SUBSETC-63"Ø INTERNALP.V.C. DRAINS (TYP)12'-0"±12'-0"C-112'-0"C-936" A.C.M. FASCIACOLOR: ETT TANW/ DARK BRONZECORNICE TRIM36" A.C.M. FASCIACOLOR: ETT TANW/ DARK BRONZECORNICE TRIM36" A.C.M. FASCIACOLOR: ETT TANW/ DARK BRONZECORNICE TRIM36" A.C.M. FASCIACOLOR: ETT TANW/ DARK BRONZECORNICE TRIMSHEET NOTESALL CONDUITS INSIDE COLUMNS WILLREQUIRE A 3"X5" INSPECTION HOLE TO BEFIELD CUT AND LOCATED WITH ITSCENTERLINE AT THE TOP OF THE SEALOFF. ALL COLUMNS, WITH OR WITHOUTCONDUITS, WILL HAVE A STANDARDARNING COVERPLATE INSTALLED AT THESAME ELEVATION. TOUCH-UP PRIMER ATTHE INSPECTION HOLE OPENING AFTERFIELD CUTS HAVE BEEN COMPLETED.11111111CLEARANCE 15'-0"CLEARANCE 15'-0"CLEARANCE 15'-0"CLEARANCE 15'-0"S.C. / F.K. J.BUCKNER 08/30/18 15834-DO DRAWN BY CHECKED BY DATE SCALE AS NOTED ARNING # REV DESCRIPTION BYDATE AFFILIATE COMPANYRICANINSTITUTEOFSTEEL C O NS TRUCTIONFOUNDE D 1 9 21AEMCUSTOMER CANOPY LOCATION1583466'-0" X 144'-0" ( 10 ) COLUMN CANOPY CASEY'S GENERAL STORE (GAS CANOPY) LAKEVILLE, MN CASEY'S GENERAL STORES 3305 SE DELAWARE AVE ANKENY, IA 50021 THESE DRAWINGS AND ALL INFORMATION HEREON ARE OF A CONFIDENTIAL NATURE AND REMAIN THE PROPERTY OF ARNING COMPANIES. ANY USE, DISTRIBUTION OR REPRODUCTION OF THESE DRAWINGS FOR ANY PURPOSE, EXCEPT BY WRITTEN PERMISSION OF ARNING COMPANIES IS STRICTLY PROHIBITED. 417-847-3131 FAX 417-847-3081 P. O. BOX F, CASSVILLE, MO 65625 STEVEN W. SCHAUBThis is the seal of the engineer for Arning Industries who isnot the engineer of record. This drawing has been drawnunder the guidance of SE Consultants, Inc. and has beenreviewed for compliance with the structural correctnessonly. The scope of SE Consultants, Inc.'s work does notexceed that of the accompanying calculations.08/30/1842931REVISED FASCIA TYPE P.F.3/13/191 HEIGHT & CLEARANCECANOPY ELEVATIONSS1.2 KENYON AVENUEC.S.A .H . NO. 5(KENWOOD TRAIL) CASEY'S BLDG. 42'-6"x110'-3" PROPOSED "O4" LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER DESCRIPTION 4 A4B SINGLE 9549 1.050 B1-U0-G2 134 536 CREE, INC.ARE-EDG-4MB-DA-06-E-UL-BZ-700 34 C SINGLE 13251 1.050 B3-U0-G1 134 4556 CREE, INC.CAN-304-SL-RS-06-E-UL-WH-700 8 SE SINGLE 3902 1.050 B2-U0-G0 34 272 CREE, INC.SFT-228-PS-RM-03-E-UL-BZ-350-IC 6 W SINGLE 8739 1.050 B2-U0-G2 100 600 CREE, INC.SEC-EDG-3M-WM-06-E-UL-BZ-525 LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 1 A4B 17 2 A4B 17 3 A4B 17 4 A4B 17 5 C 16.5 6 C 16.5 7 C 16.5 8 C 16.5 9 C 16.5 10 C 16.5 11 C 16.5 12 C 16.5 13 C 16.5 14 C 16.5 15 C 16.5 16 C 16.5 17 C 16.5 18 C 16.5 19 C 16.5 20 C 16.5 21 C 16.5 22 C 16.5 23 C 16.5 24 C 16.5 25 C 16.5 26 C 16.5 27 C 16.5 28 C 16.5 29 C 16.5 30 C 16.5 31 C 16.5 32 C 16.5 33 C 16.5 34 C 16.5 35 C 16.5 36 C 16.5 37 C 16.5 38 C 16.5 39 SE 10 40 SE 10 41 SE 10 42 SE 10 43 SE 10 44 SE 10 45 SE 10 46 SE 10 47 W 10 48 W 10 49 W 10 50 W 10 51 W 8 52 W 8 FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES LABEL AVG MAX MIN AVG/MIN MAX/MIN PAVED AREA 4.31 18.9 0.3 14.37 63.00 PROPERTY LINE 0.30 1.0 0.0 N.A.N.A. UNDEFINED AREA 0.85 32.9 0.0 N.A.N.A. UNDER CANOPY 44.26 60 20 2.21 3.00 1 A4B 2 A4B 3 A4B 4 A4B 5 C 6 C 7 C 8 C 9 C 10 C 11 C 12 C 13 C 14 C 15 C 16 C 17 C 18 C 19 C 20 C 21 C 22 C 23 C 24 C 25 C 26 C 27 C 28 C 29 C 30 C 31 C 32 C 33 C 34 C 35 C 36 C 37 C 38 C 39 SE 40 SE 41 SE 42 SE 43 SE 44 SE 45 SE 46 SE47 W 48 W 49 W 50 W 51 W 52 W 1.0 2.4 5.7 4.8 4.2 3.4 1.8 8.2 12.2 5.8 4.7 5.1 3.0 2.8 16.7 18.9 4.4 3.2 3.4 2.5 2.5 9.5 10.0 3.5 2.4 1.9 1.6 1.8 1.9 3.0 3.2 4.1 3.8 2.4 1.8 3.7 4.2 3.9 7.7 7.1 5.0 4.7 4.0 3.9 6.2 5.7 4.3 5.0 7.5 9.2 9.3 8.4 7.1 6.3 6.4 7.4 8.7 9.3 9.1 7.2 5.3 4.3 5.9 4.5 3.8 5.2 5.1 4.0 3.9 3.8 3.3 3.4 3.5 3.6 3.6 3.5 3.5 3.4 3.5 3.6 3.5 3.5 3.5 4.0 4.5 5.4 4.6 3.1 5.1 3.9 3.6 4.0 4.9 6.2 6.6 7.1 7.3 7.5 7.7 7.7 7.7 7.4 7.3 7.1 6.8 6.6 6.0 5.7 6.3 4.2 3.1 2.9 3.3 6.1 1.6 2.0 3.3 5.4 3.5 4.4 3.1 2.4 4.5 4.8 2.0 5.5 5.9 2.1 2.7 6.2 6.7 2.9 2.7 6.9 7.4 3.1 1.5 1.3 2.4 4.1 5.4 6.0 6.4 6.5 6.5 6.2 6.0 4.9 3.3 1.9 1.3 1.0 1.4 1.7 1.9 2.0 2.2 2.2 2.2 2.5 3.3 3.3 2.8 1.9 0.7 0.8 1.0 1.0 1.1 1.2 1.5 2.0 2.9 5.3 4.5 0.4 0.5 0.6 0.7 0.8 1.2 2.1 3.0 4.1 5.8 0.3 0.4 0.6 1.0 2.0 3.0 4.7 3.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.0 0.9 0.6 0.5 0.3 0.3 0.3 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.00.00.00.00.10.20.20.30.50.40.20.10.00.00.00.00.00.00.00.00.50.40.20.10.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.5 1.1 0.5 0.3 0.6 1.1 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 5.9 3.2 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 12.3 0.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.6 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 11.6 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 3.9 1.3 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 1.5 15.4 22.0 27.1 32.9 30.0 27.4 28.9 31.6 32.7 25.3 21.6 14.6 2.6 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 2.6 2.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.2 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 1.1 0.5 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.4 3.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.8 3.3 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.5 1.7 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.2 3.6 1.2 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.0 2.6 1.0 0.5 0.3 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.6 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.1 1.1 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.7 1.3 1.4 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.4 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.7 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 3.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 1.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 1.0 2.2 4.3 5.2 3.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.9 1.6 2.6 3.9 3.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.2 1.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 23 26 34 34 36 38 38 35 40 36 38 41 40 38 42 38 40 41 38 36 40 35 38 39 36 34 34 27 23 26 33 39 42 43 45 45 45 46 45 46 48 47 47 49 47 47 48 46 45 46 45 45 45 43 43 40 30 26 30 31 42 48 51 51 44 45 51 54 53 47 47 53 54 51 45 44 51 51 48 42 31 30 27 35 44 49 53 50 51 47 53 57 52 49 49 52 57 53 47 51 50 53 49 44 36 27 27 32 38 43 46 51 52 50 55 50 52 53 53 53 58 53 53 53 52 50 55 50 52 51 46 43 38 32 27 25 30 40 43 45 51 52 51 55 53 54 56 56 55 59 55 56 56 54 53 55 51 52 51 45 43 40 30 25 21 27 36 42 46 51 53 53 56 56 55 59 57 57 60 57 57 58 55 56 56 53 53 51 46 42 35 27 21 20 29 36 42 48 50 49 55 52 54 56 56 55 59 55 56 56 54 52 55 49 50 48 41 36 29 20 24 31 39 43 47 46 53 50 52 53 53 53 58 53 53 53 52 50 53 46 47 43 39 31 24 26 32 40 42 46 47 53 56 52 49 49 52 57 53 47 46 42 40 32 26 25 34 40 38 45 50 54 52 46 46 53 54 50 45 38 40 34 25 27 33 38 43 44 45 47 46 47 48 47 46 47 45 44 43 39 33 27 27 29 36 34 37 40 39 37 42 37 39 40 37 35 36 29 27 NOTE: ALL AREA LIGHTS ON NEW 15 FT. POLES MOUNTED ON 2 FT. CONCRETE BASES 1340 Kemper Meadow Dr. Cincinnati, OH 45240 513-574-9500 www.redleonard.com r l aPERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICH RED LEONARD ASSOCIATES, INC. OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY INSURANCE GROUP, ORGANIZATION OR CARRIER REGARDING LUMINAIRES AND THEIR APPLICATION. FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. ILLUMINATION RESULTS SHOWN ON THIS LIGHTING APPLICATION ARE BASED ON PROJECT PARAMETERS PROVIDED BY THE MANUFACTURER LISTED, USED IN CONJUNCTION WITH LUMINAIRE TEST PROCEDURES CONDUCTED UNDER LABORATORY CONDITIONS. ACTUAL PROJECT CONDITIONS DIFFERING FROM THESE PARAMETERS MAY AFFECT FIELD RESULTS. THE CUSTOMER IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY APPLICABLE ELECTRICAL, LIGHTING, OR ENERGY CODE. SCALE: D 9/10/18 BJM LAYOUT BY: DWG SIZE:DATE: PROJECT NAME: DRAWING NUMBER:RL-5597-S1-R3 REV. BY DATE DESCRIPTION R1 R2 R3 . BJM BJM BJM . 1/14/19 1/31/19 3/19/19 . REVISED LAYOUT PER NEW SITE PLAN REVISED TO MEET 1 FC AT PL . CASEY'S LAKEVILLE, MNREVISED LAYOUT PER NEW SITE PLAN 1" = 20' AREA A4B CANOPY C SOFFIT SE WALL MOUNTED W WHY CREE LED? TRUEWHITE TECHNOLOGY EMERGENCY LIGHTING PRODUCT DETAIL & PLACEMENT COLOR CODED LABELS, PRODUCT INFORMATION, 3D INTERACTIVE MODEL CREE TRUEWHITE® TECHNOLOGY LEARN MORE ABOUT THE POWER OF TRUEWHITE®KENYON AVENUEC.S .A .H . NO . 5(KENWOOD TRAIL) CASEY'S BLDG. 42'-6"x110'-3" PROPOSED "O4" LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF BUG RATING WATTS/LUMINAIRE TOTAL WATTS MANUFACTURER DESCRIPTION 4 A4B SINGLE 9549 1.050 B1-U0-G2 134 536 CREE, INC.ARE-EDG-4MB-DA-06-E-UL-BZ-700 34 C SINGLE 13251 1.050 B3-U0-G1 134 4556 CREE, INC.CAN-304-SL-RS-06-E-UL-WH-700 8 SE SINGLE 3902 1.050 B2-U0-G0 34 272 CREE, INC.SFT-228-PS-RM-03-E-UL-BZ-350-IC 6 W SINGLE 8739 1.050 B2-U0-G2 100 600 CREE, INC.SEC-EDG-3M-WM-06-E-UL-BZ-525 LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 1 A4B 17 2 A4B 17 3 A4B 17 4 A4B 17 5 C 16.5 6 C 16.5 7 C 16.5 8 C 16.5 9 C 16.5 10 C 16.5 11 C 16.5 12 C 16.5 13 C 16.5 14 C 16.5 15 C 16.5 16 C 16.5 17 C 16.5 18 C 16.5 19 C 16.5 20 C 16.5 21 C 16.5 22 C 16.5 23 C 16.5 24 C 16.5 25 C 16.5 26 C 16.5 27 C 16.5 28 C 16.5 29 C 16.5 30 C 16.5 31 C 16.5 32 C 16.5 33 C 16.5 34 C 16.5 35 C 16.5 36 C 16.5 37 C 16.5 38 C 16.5 39 SE 10 40 SE 10 41 SE 10 42 SE 10 43 SE 10 44 SE 10 45 SE 10 46 SE 10 47 W 10 48 W 10 49 W 10 50 W 10 51 W 8 52 W 8 FOOTCANDLE LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES LABEL AVG MAX MIN AVG/MIN MAX/MIN PAVED AREA 4.31 18.9 0.3 14.37 63.00 PROPERTY LINE 0.30 1.0 0.0 N.A. N.A. UNDEFINED AREA 0.85 32.9 0.0 N.A. N.A. UNDER CANOPY 44.26 60 20 2.21 3.00 1 A4B 2 A4B 3 A4B 4 A4B 5 C 6 C 7 C 8 C 9 C 10 C 11 C 12 C 13 C 14 C 15 C 16 C 17 C 18 C 19 C 20 C 21 C 22 C 23 C 24 C 25 C 26 C 27 C 28 C 29 C 30 C 31 C 32 C 33 C 34 C 35 C 36 C 37 C 38 C 39 SE 40 SE 41 SE 42 SE 43 SE 44 SE 45 SE 46 SE47 W 48 W 49 W 50 W 51 W 52 W 1.0 2.4 5.7 4.8 4.2 3.4 1.8 8.2 12.2 5.8 4.7 5.1 3.0 2.8 16.7 18.9 4.4 3.2 3.4 2.5 2.5 9.5 10.0 3.5 2.4 1.9 1.6 1.8 1.9 3.0 3.2 4.1 3.8 2.4 1.8 3.7 4.2 3.9 7.7 7.1 5.0 4.7 4.0 3.9 6.2 5.7 4.3 5.0 7.5 9.2 9.3 8.4 7.1 6.3 6.4 7.4 8.7 9.3 9.1 7.2 5.3 4.3 5.9 4.5 3.8 5.2 5.1 4.0 3.9 3.8 3.3 3.4 3.5 3.6 3.6 3.5 3.5 3.4 3.5 3.6 3.5 3.5 3.5 4.0 4.5 5.4 4.6 3.1 5.1 3.9 3.6 4.0 4.9 6.2 6.6 7.1 7.3 7.5 7.7 7.7 7.7 7.4 7.3 7.1 6.8 6.6 6.0 5.7 6.3 4.2 3.1 2.9 3.3 6.1 1.6 2.0 3.3 5.4 3.5 4.4 3.1 2.4 4.5 4.8 2.0 5.5 5.9 2.1 2.7 6.2 6.7 2.9 2.7 6.9 7.4 3.1 1.5 1.3 2.4 4.1 5.4 6.0 6.4 6.5 6.5 6.2 6.0 4.9 3.3 1.9 1.3 1.0 1.4 1.7 1.9 2.0 2.2 2.2 2.2 2.5 3.3 3.3 2.8 1.9 0.7 0.8 1.0 1.0 1.1 1.2 1.5 2.0 2.9 5.3 4.5 0.4 0.5 0.6 0.7 0.8 1.2 2.1 3.0 4.1 5.8 0.3 0.4 0.6 1.0 2.0 3.0 4.7 3.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.1 0.10.10.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.0 0.9 0.6 0.5 0.3 0.3 0.3 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.00.00.00.00.10.20.20.30.50.40.20.10.00.00.00.00.00.00.00.00.50.40.20.10.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.5 1.1 0.5 0.3 0.6 1.1 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 5.9 3.2 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 12.3 0.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.6 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 11.6 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 3.9 1.3 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 1.5 15.4 22.0 27.1 32.9 30.0 27.4 28.9 31.6 32.7 25.3 21.6 14.6 2.6 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 2.6 2.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.2 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 1.1 0.5 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.4 3.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.8 3.3 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.0 1.5 1.7 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.2 3.6 1.2 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.0 2.6 1.0 0.5 0.3 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.8 1.6 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.6 1.1 1.1 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.7 1.3 1.4 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.4 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.7 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 3.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 1.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 1.0 2.2 4.3 5.2 3.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.9 1.6 2.6 3.9 3.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.2 1.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.1 0.0 0.00.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 23 26 34 34 36 38 38 35 40 36 38 41 40 38 42 38 40 41 38 36 40 35 38 39 36 34 34 27 23 26 33 39 42 43 45 45 45 46 45 46 48 47 47 49 47 47 48 46 45 46 45 45 45 43 43 40 30 26 30 31 42 48 51 51 44 45 51 54 53 47 47 53 54 51 45 44 51 51 48 42 31 30 27 35 44 49 53 50 51 47 53 57 52 49 49 52 57 53 47 51 50 53 49 44 36 27 27 32 38 43 46 51 52 50 55 50 52 53 53 53 58 53 53 53 52 50 55 50 52 51 46 43 38 32 27 25 30 40 43 45 51 52 51 55 53 54 56 56 55 59 55 56 56 54 53 55 51 52 51 45 43 40 30 25 21 27 36 42 46 51 53 53 56 56 55 59 57 57 60 57 57 58 55 56 56 53 53 51 46 42 35 27 21 20 29 36 42 48 50 49 55 52 54 56 56 55 59 55 56 56 54 52 55 49 50 48 41 36 29 20 24 31 39 43 47 46 53 50 52 53 53 53 58 53 53 53 52 50 53 46 47 43 39 31 24 26 32 40 42 46 47 53 56 52 49 49 52 57 53 47 46 42 40 32 26 25 34 40 38 45 50 54 52 46 46 53 54 50 45 38 40 34 25 27 33 38 43 44 45 47 46 47 48 47 46 47 45 44 43 39 33 27 27 29 36 34 37 40 39 37 42 37 39 40 37 35 36 29 27 NOTE: ALL AREA LIGHTS ON NEW 15 FT. POLES MOUNTED ON 2 FT. CONCRETE BASES 1340 Kemper Meadow Dr. Cincinnati, OH 45240 513-574-9500www.redleonard.com r l aPERSONS USING THIS PROGRAM ARE ADVISED THAT THIS PROGRAM MAY CONTAIN ERRORS WHICH RED LEONARD ASSOCIATES, INC. OR ITS SOFTWARE PROVIDER HAVE NOT OBSERVED. IN ADDITION, THE USE OF THIS PROGRAM TO AID IN LAYOUT OF LIGHTING AND ESTIMATING MATERIAL QUANTITIES IS NOT INTENDED TO REMOVE THE RESPONSIBILITY OF THE USER TO VERIFY THE COMPLETENESS OF ANY BILL OF MATERIAL AND THAT THE LAYOUT OR USE OF LUMINAIRES IS IN FULL ACCORDANCE WITH ALL LOCAL, STATE, OR FEDERAL STATUTES, REGULATIONS OR OTHER REQUIREMENTS, OR THE REQUIREMENTS OF ANY INSURANCE GROUP, ORGANIZATION OR CARRIER REGARDING LUMINAIRES AND THEIR APPLICATION. FOR INFORMATIONAL AND ILLUSTRATION PURPOSES ONLY. ALL PRODUCT, SERVICE AND CORPORATE NAMES ARE THE PROPERTY OF THEIR RESPECTIVE OWNERS. PRODUCT SPECIFICATIONS AND QUANTITIES MAY VARY. THESE DOCUMENTS ARE THE PROPERTY OF RED LEONARD ASSOCIATES, INC. ANY USE OF THESE DOCUMENTS WITHOUT THE WRITTEN CONSENT OF JAYME J. LEONARD OF RED LEONARD ASSOCIATES, INC. IS STRICTLY PROHIBITED. ILLUMINATION RESULTS SHOWN ON THIS LIGHTING APPLICATION ARE BASED ON PROJECT PARAMETERS PROVIDED BY THE MANUFACTURER LISTED, USED IN CONJUNCTION WITH LUMINAIRE TEST PROCEDURES CONDUCTED UNDER LABORATORY CONDITIONS. ACTUAL PROJECT CONDITIONS DIFFERING FROM THESE PARAMETERS MAY AFFECT FIELD RESULTS. THE CUSTOMER IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY APPLICABLE ELECTRICAL, LIGHTING, OR ENERGY CODE. SCALE: D 9/10/18 BJM LAYOUT BY: DWG SIZE:DATE: PROJECT NAME: DRAWING NUMBER:RL-5597-S1-R3 REV. BY DATE DESCRIPTION R1 R2 R3 . BJM BJM BJM . 1/14/19 1/31/19 3/19/19 . REVISED LAYOUT PER NEW SITE PLAN REVISED TO MEET 1 FC AT PL . CASEY'S LAKEVILLE, MNREVISED LAYOUT PER NEW SITE PLAN 1" = 20' PAGE 3 OF 5 For informational and illustration purposes only. All product, service and corporate names are the property of their respective owners. Product specifications and quantities may vary. These documents are the property of Red Leonard Associates, inc. Any use of these documents without the written consent of Jayme J. Leonard of Red Leonard Associates, Inc. is strictly prohibited. RL-5597-S1-R3 PHOTOMETRIC COMPARISON TOOL LIGHTING DISTRIBUTION TOOL IP RATINGS EXPLAINED ILLUMINATION MAPPING PSEUDO COLOR LIGHTING STUDY AND SLIDESHOW UNDERSTAND YOUR LIGHTING SOLUTION CLICK TO VIEW AN INTERACTIVE PHOTOMETRY COMPARISON PAGE 4 OF 5 For informational and illustration purposes only. All product, service and corporate names are the property of their respective owners. Product specifications and quantities may vary. These documents are the property of Red Leonard Associates, inc. Any use of these documents without the written consent of Jayme J. Leonard of Red Leonard Associates, Inc. is strictly prohibited. RL-5597-S1-R3 AREA CANOPY SOFFIT WALL MOUNTED ARE-EDG-4MB-DA-06-E-UL-BZ-700 CAN-304-SL-RS-06-E-UL-WH-700 SEC-EDG-3M-WM-06-E-UL-BZ-525SFT-228-PS-RM-03-E-UL-BZ-350-IC QTY:QTY:QTY:QTY: 4 34 68A4BC WSE LABEL:LABEL:LABEL:LABEL:SYMBOL:SYMBOL:SYMBOL:SYMBOL: T (800) 236-6800 F (262) 504-5415US: lighting.cree.com † See http://lighting.cree.com/warranty for warranty terms T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Rev. Date: V7 R1 10/02/2018 Cree Edge™ Series LED Area/Flood Luminaire Ordering Information Example: ARE-EDG-2M-AA-12-E-UL-SV-350 E Product Optic Mounting* LED Count (x10) Series Voltage Color Options Drive Current Options ARE- EDG 2M Type II Medium 2MB Type II Medium w/BLS 2MP Type II Medium w/Partial BLS 3M Type III Medium 3MB Type III Medium w/BLS 3MP Type III Medium w/Partial BLS 4M Type IV Medium 4MB Type IV Medium w/BLS 4MP Type IV Medium w/Partial BLS 5M Type V Medium 5S Type V Short AA Adjustable Arm DA Direct Arm DL Direct Long Arm 02 04 06 08 10 12 14 16 E UL Universal 120-277V UH Universal 347-480V BK Black BZ Bronze SV Silver WH White 350 350mA 525 525mA 700 700mA - Available with 20- 60 LEDs DIM 0-10V Dimming -Control by others - Refer to Dimming spec sheet for details - Can't exceed specified drive current F Fuse -Refer to ML spec sheet for availability with ML options - Available with UL voltage only - Available for U.S. applications only - When code dictates fusing, use time delay fuse HL Hi/Low (Dual Circuit Input) -Refer to HL spec sheet for details - Sensor not included ML Multi-Level -Refer to ML spec sheet for details - Intended for downlight applications at 0˚ tilt P Photocell -Refer to ML spec sheet for availability with ML options - Available with UL voltage only PML Programmable Multi-Level, 20-40' Mounting Height -Refer to PML spec sheet for details - Intended for downlight applications at 0˚ tilt PML2 Programmable Multi-Level, 10-30' Mounting Height -Refer to PML spec sheet for details - Intended for downlight applications at 0˚ tilt R NEMA® Photocell Receptacle - Intended for downlight applications with maximum 45˚ tilt - Photocell by others - Refer to ML spec sheet for availability with ML options 40K 4000K Color Temperature -Minimum 70 CRI - Color temperature per luminaire Product Description The Cree Edge™ Series has a slim, low profile design. Its rugged cast aluminum housing minimizes wind load requirements and features an integral, weathertight LED driver compartment and high performance aluminum heat sinks. Various mounting choices: Adjustable Arm, Direct Arm, Direct Arm Long, or Side Arm (details on page 2). Includes a leaf/debris guard. Applications: Parking lots, walkways, campuses, car dealerships, office complexes, and internal roadways Accessories Field-Installed Bird Spikes XA-BRDSPK Hand-Held Remote XA-SENSREM - For successful implementation of the programmable multi-level option, a minimum of one hand-held remote is required Backlight Control Shields XA-20BLS-4 - Four-pack - Unpainted stainless steel Patented NanoOptic® Product Technology Assembled in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 4000K (+/- 300K), 5700K (+/- 500K) standard Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish Performance Summary FLD- EDG 25 25˚ Flood 40 40˚ Flood 70 70˚ Flood SN Sign N6 NEMA® 6 AA Adjustable Arm SA Side Arm - Available with 20-60 LEDs “A”3.9"(99mm) 27.1"(688mm) 2.1" (53mm) 18.1"(460mm)NEMA® Photocell Receptacle location (ordered as an option)9.0"(229mm) Convenient, Interlocking Mounting Method LED Count (x10) Dim. "A" Weight 02 12.1" (306mm) 21 lbs. (10kg) 04 12.1" (306mm) 24 lbs. (11kg) 06 14.1" (357mm) 27 lbs. (12kg) 08 16.1" (408mm) 28 lbs. (13kg) 10 18.1" (459mm) 32 lbs. (15kg) 12 20.1" (510mm) 34 lbs. (15kg) 14 22.1" (560mm) 37 lbs. (17kg) 16 24.1" (611mm) 41 lbs. (19kg) DA Mount * Reference EPA and pole configuration suitability data beginning on page 19 AA/DL/SA Mount - see page 22 for weight & dimensions T (800) 236-6800 F (262) 504-5415US: lighting.cree.com T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Product Specifications CONSTRUCTION & MATERIALS • Slim, low profile, minimizing wind load requirements • Luminaire sides are rugged die cast aluminum with integral, weathertight LED driver compartment and high performance heat sinks • DA and DL mount utilizes convenient interlocking mounting method. Mounting is rugged die cast aluminum, mounts to 3-6" (76-152mm) square or round pole and secures to pole with 5/16-18 UNC bolts spaced on 2" (51mm) centers • AA and SA mounts are rugged die cast aluminum and mount to 2" (51mm) IP, 2.375" (60mm) O.D. tenons • Includes leaf/debris guard • Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver, and white are available • Weight: See Dimensions and Weight Charts on pages 1 and 22 ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • DA and DL mounts designed with integral weathertight electrical box with terminal strips (12Ga–20Ga) for easy power hookup • Integral 10kV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current • Maximium 10V Source Current: 20 LED (350mA): 10mA; 20 LED (525 & 700mA) and 40-80 LED: 0.15mA; 100-160 LED: 0.30mA REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Enclosure rated IP66 per IEC 60529 when ordered without P or R options • Consult factory for CE Certified products • Certified to ANSI C136.31-2001, 3G bridge and overpass vibration standards when ordered with AA, DA and DL mounts • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • DLC qualified with select SKUs. Refer to https://www.designlights.org/search/ for most current information • Meets Buy American requirements within ARRA • CA RESIDENTS WARNING: Cancer and Reproductive Harm – www.p65warnings.ca.gov Cree Edge™ LED Area/Flood Luminaire Electrical Data* LED Count (x10) System Watts 120-480V Total Current (A) 120V 208V 240V 277V 347V 480V 350mA 02 25 0.21 0.13 0.11 0.10 0.08 0.07 04 46 0.36 0.23 0.21 0.20 0.15 0.12 06 66 0.52 0.31 0.28 0.26 0.20 0.15 08 90 0.75 0.44 0.38 0.34 0.26 0.20 10 110 0.92 0.53 0.47 0.41 0.32 0.24 12 130 1.10 0.63 0.55 0.48 0.38 0.28 14 158 1.32 0.77 0.68 0.62 0.47 0.35 16 179 1.49 0.87 0.77 0.68 0.53 0.39 525mA 02 37 0.30 0.19 0.17 0.16 0.12 0.10 04 70 0.58 0.34 0.31 0.28 0.21 0.16 06 101 0.84 0.49 0.43 0.38 0.30 0.22 08 133 1.13 0.66 0.58 0.51 0.39 0.28 10 171 1.43 0.83 0.74 0.66 0.50 0.38 12 202 1.69 0.98 0.86 0.77 0.59 0.44 14 232 1.94 1.12 0.98 0.87 0.68 0.50 16 263 2.21 1.27 1.11 0.97 0.77 0.56 700mA 02 50 0.41 0.25 0.22 0.20 0.15 0.12 04 93 0.78 0.46 0.40 0.36 0.27 0.20 06 134 1.14 0.65 0.57 0.50 0.39 0.29 * Electrical data at 25˚C (77˚F). Actual wattage may differ by +/- 10% when operating between 120-480V +/- 10% Cree Edge™ Series Ambient Adjusted Lumen Maintenance1 Ambient Initial LMF 25K hr Projected2 LMF 50K hr Projected2 LMF 75K hr Calculated3 LMF 100K hr Calculated3 LMF 5˚C (41˚F) 1.04 1.01 0.99 0.98 0.96 10˚C (50˚F) 1.03 1.00 0.98 0.97 0.95 15˚C (59˚F) 1.02 0.99 0.97 0.96 0.94 20˚C (68˚F) 1.01 0.98 0.96 0.95 0.93 25˚C (77˚F) 1.00 0.97 0.95 0.94 0.92 1 Lumen maintenance values at 25˚C are calculated per TM-21 based on LM-80 data and in-situ luminaire testing. Luminaire ambient temperature factors (LATF) have been applied to all lumen maintenance factors 2 In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) 3 In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) T (800) 236-6800 F (262) 504-5415US: www.cree.com/lighting T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Rev. Date: V1 07/27/2015 304 Series™ LED Recessed Canopy Luminaire Ordering Information Example: CAN-304-5M-RS-04-E-UL-SV-350 CAN-304 E Product Optic Mounting LED Count (x10)Series Voltage Color Options Drive Current Options CAN-304 5M Type V Medium 5S Type V Short PS Petroleum Symmetric SL Sparkle Petroleum RS Recessed Single Skin RD Recessed Double Skin 04 06 E UL Universal 120-277V UH Universal 347-480V BK Black BZ Bronze SV Silver WH White 350 350mA 525 525mA 700* 700mA DIM 0-10V Dimming - Control by others - Refer to Dimming spec sheet for details -Can't exceed specified drive current F Fuse -When code dictates fusing use time delay fuse - Refer to ML spec sheet for availability with ML options ML Multi-Level - Refer to ML spec sheet for details PML Programmable Multi-Level - Refer to PML spec sheet for details 40K 4000K Color Temperature - Minimum 70 CRI - Color temperature per luminaire * 60 LED luminaire requires marked spacing: 48" x 24" x 6" (1,219mm x 610mm x 152mm); 48" (1,219mm) center-to-center of adjacent luminaires, 24" (610mm) luminaire center to side building member, 6" (152mm) top of luminaire to overhead building member Product Description Luminaire housing is constructed from rugged die cast aluminum components (RS Mount) or die cast and extruded aluminum components (RD Mount). LED driver is mounted in a sealed weathertight center chamber that allows for access from below the fixture. Luminaire mounts directly to the canopy deck and is secured in place with die cast aluminum trim frame. Luminaire housing is provided with factory applied foam gasket that provides a watertight seal between luminaire housing and canopy deck. Suitable for use in single or double skin canopies with 16" (406 mm) wide panels. Designed for canopies of 19-22 gauge (maximum 0.040" [1 mm] thickness). Applications: Petroleum stations, convenience stores, drive-thru banks and restaurants, retail and grocery Patented NanoOptic® Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 4000K (+/- 300K), 5700K (+/- 500K) standard Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish Performance Summary 14"SQ(356mm) 2.2"(56mm) 8.7"(220mm) 9.6"(244mm) 2.2"(56mm) 8.7"(220mm)9.6"(244mm) Multi-level Sensor location (ordered as an option) RS Mount † See www.cree.com/lighting/products/warranty for warranty terms Accessories Field-Installed Hand-Held Remote XA-SENSREM - For successful implementation of the programmable multi-level option, a minimum of one hand-held remote is required Weight 22.0 lbs. (9.9kg) T (800) 236-6800 F (262) 504-5415US: lighting.cree.com/lighting T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Product Specifications CONSTRUCTION & MATERIALS • RS Mount luminaire housing is constructed from rugged die cast aluminum and incorporates integral, high performance heatsink fins specifically designed for LED canopy applications • RD Mount luminaire housing is constructed from rugged die cast aluminum and features high performance extruded aluminum heatsinks specifically designed for LED canopy applications • LED driver is mounted in a sealed weathertight center chamber that allows for access from below the luminaire • Field adjustable drive current between 350mA, 525mA and 700mA on Non-IC rated luminaires • Luminaire housing provided with factory applied foam gasket and provides for a watertight seal between luminaire housing and canopy deck • Mounts directly to the canopy deck and is secured in place with a die cast aluminum trim frame • RS mount includes integral junction box which allows ease of installation without need to open luminaire • Suitable for use in single (RS Mount) or double (RD Mount) skin canopies with 16" (406mm) wide panels • Designed for canopies of 19-22 gauge (maximum 0.040" [1mm] thickness) • See 228 Series™ canopy luminaires for canopies using 12" (305mm) deck sections • Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver, and white are available ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral weathertight electrical box with terminal strips (12Ga-20Ga) for easy power hookup • Integral 10kV surge suppression protection standard • To address inrush current, slow blow fuse or type C/D breaker should be used • 10V Source Current: 0.15mA REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Meets FCC Part 15 standards for conducted and radiated emissions • Enclosure rated IP66 per IEC 60529 • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • DLC qualified when ordered with PS or SL optics and 525 or 700mA drive current. Please refer to www.designlights.org/QPL for most current information • RoHS Compliant. Consult factory for additional details • Meets Buy American requirements within ARRA 304 Series™ LED Recessed Canopy Luminaire 1 Lumen maintenance values at 25˚C are calculated per TM-21 based on LM-80 data and in-situ luminaire testing 2 In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) 3 In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) Electrical Data* LED Count (x10) System Watts 120-480V Total Current 120V 208V 240V 277V 347V 480V 350mA 04 46 0.39 0.24 0.22 0.21 0.15 0.12 06 69 0.57 0.34 0.30 0.27 0.21 0.16 525mA 04 71 0.59 0.35 0.31 0.28 0.21 0.16 06 101 0.84 0.49 0.43 0.38 0.30 0.22 700mA 04 94 0.79 0.46 0.40 0.36 0.28 0.21 06 135 1.14 0.65 0.57 0.50 0.40 0.29 * Electrical data at 25˚C (77˚F) Recommended 304 Series™ Lumen Maintenance Factors (LMF)1 Ambient Initial LMF 25K hr Projected2 LMF 50K hr Projected2 LMF 75K hr Calculated3 LMF 100K hr Calculated3 LMF 5˚C (41˚F) 1.04 0.99 0.97 0.95 0.93 10˚C (50˚F) 1.03 0.98 0.96 0.94 0.92 15˚C (59˚F) 1.02 0.97 0.95 0.93 0.91 20˚C (68˚F) 1.01 0.96 0.94 0.92 0.90 25˚C (77˚F) 1.00 0.95 0.93 0.91 0.89 T (800) 236-6800 F (262) 504-5415US: lighting.cree.com T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Rev. Date: V2 02/13/2018 228 Series™ LED Soffit Luminaire – IC Rated Ordering Information Example: SFT-228-SL-RM-03-E-UL-WH-350 SFT-228 03 E 350 IC Product Optic Mounting LED Count (x10)Series Voltage Color Options Drive Current Options SFT-228 SL Sparkle Petroleum PS Petroleum Symmetric RM Recessed RR Recessed Remodel 03 E UL Universal 120-277V UH Universal 347-480V BK Black BZ Bronze WH White 350 350mA IC IC Rated 40K 4000K Color Temperature -Color temperature per luminaire - Minimum 70 CRI Product Description High performance energy-efficient LED down light designed for use in new construction or remodel applications where there is direct contact with insulation. The recessed mount is for use in drywall, plywood or hard lid ceilings with 16" (406mm) to 24" (610mm) on center building construction. Heavy gauge steel recessed mounting frame features 1.5" (38mm) deep aperture throat to accommodate most standard ceiling thicknesses, and a universal mounting bracket that accepts 0.5" (13mm) EMT conduit, C-channel mounting bars or flat bar hangers with 5" (127mm) vertical adjustment from either above or below the ceiling. An oversized junction box is listed for eight #12 AWG feed through wires. The recessed remodel mount is entirely supported by the ceiling material and is designed to accept ceiling thickness from 0.375" (10mm) to 2.25" (57mm) and is an ideal replacement for recessed 12" (305mm) square HID luminaires. Applications: Petroleum canopies, soffits, indoor retail or industrial spaces Accessories Field-Installed RM Mount Accessories Mounting C-Channel XA-MC14 - Pair of 14" (356mm) rigid 3/4" x 1/2" (19mm x 13mm) galvanized C-Channel bars XA-MC22 - Pair of 22" (559mm) rigid 3/4" x 1/2" (19mm x 13mm) galvanized C-Channel bars XA-MC30 - Pair of 30" (762mm) rigid 3/4" x 1/2" (19mm x 13mm) galvanized C-Channel bars Hanger Bar Mounting Brackets XA-MB4 - Kit contains 4 Patented NanoOptic® Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT: 4000K (+/- 300K), 5700K (+/- 500K) standard Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish Performance Summary 14.4"(364mm) 16.3"(413mm) 6.4"(163mm) 0.4"(10mm) 9.3"(237mm) 11.3"(287mm) 13.2"(335mm) 18.4"(468mm) † See http://lighting.cree.com/warranty for warranty terms LED Count (x10) Weight 03 28.7 lbs. (13.0kg) RM Mount RR Mount - see page 3 for weight & dimensions T (800) 236-6800 F (262) 504-5415US: lighting.cree.com T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Product Specifications CONSTRUCTION & MATERIALS • Luminaire sides are rugged die cast aluminum with high performance extruded aluminum heat sinks specifically designed for high power LEDs, factory assembled to the trim and wired to the driver • Driver compartment is constructed of anodized extruded aluminum for exceptional thermal performance • Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultra-durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze and white are available • Weight: See Weight Chart on pages 1 and 3 RM • High performance energy-efficient LED down light, designed for use in new construction applications with drywall, plywood or hard lid ceilings and 16" (406mm) to 24" (610mm) on center building construction • Heavy gauge steel recessed mounting frame features 1.5" (38mm) deep aperture throat to accommodate most standard ceiling thicknesses, and a universal mounting bracket that accepts 0.5" (13mm) EMT conduit, C-channel mounting bars or flat bar hangers with 5" (127mm) vertical adjustment from either above or below the ceiling includes an oversized junction box is listed for eight #12 AWG feed through wires RR • High performance energy-efficient LED down light, designed for remodel application • Entirely supported by the ceiling material and is designed to fit through 12" (305mm) x 12" (305mm) opening • Accepts ceiling thicknesses from 0.375" (10mm) to 2.25" (57mm) • An ideal replacement for 12" (305mm) x 12" (305mm) recessed HID luminaires ELECTRICAL SYSTEM • Input Voltage: 120-277V or 347-480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral 10kV surge suppression protection standard • To address inrush current, slow blow fuse or type C/D breaker should be used REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations under covered ceilings • Meets FCC Part 15 standards for conducted and radiated emissions • Consult factory for CE Certified products • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • Type IC in accordance with Article 410 of the NEC and UL 1598, suitable for direct contact with insulation • RM mount listed for eight #12 AWG, 75˚C rated through branch circuit wires • Meets Buy American requirements within ARRA 228 Series™ LED Soffit Luminaire – IC Rated Electrical Data* LED Count (x10) System Watts 120-480V Total Current 120V 208V 240V 277V 347V 480V 350mA 03 34 0.30 0.19 0.18 0.20 0.11 0.09 * Electrical data at 25˚C (77˚F) Recommended 228 Series™ Luminaire Lumen Maintenance Factors (LMF)1 Ambient Initial LMF 25K hr Projected2 LMF 50K hr Projected2 LMF 75K hr Calculated3 LMF 100K hr Calculated3 LMF 5˚C (41˚F) 1.04 0.99 0.97 0.95 0.93 10˚C (50˚F) 1.03 0.98 0.96 0.94 0.92 15˚C (59˚F) 1.02 0.97 0.95 0.93 0.91 20˚C (68˚F) 1.01 0.96 0.94 0.92 0.90 25˚C (77˚F) 1.00 0.95 0.93 0.91 0.89 1 Lumen maintenance values at 25˚C are calculated per TM-21 based on LM-80 data and in-situ luminaire testing 2 In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) 3 In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) T (800) 236-6800 F (262) 504-5415US: www.cree.com/lighting † See www.cree.com/lighting/products/warranty for warranty terms T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Rev. Date: V2 07/21/2015 Cree Edge™ Series LED Security Wall Pack Luminaire Ordering Information Example: SEC-EDG-2M-WM-06-E-UL-SV-700 SEC-EDG WM E Product Optic Mounting LED Count (x10)Series Voltage Color Options Drive Current Options SEC-EDG 2M Type II Medium 2MB Type II Medium w/BLS 2S Type II Short 2SB Type II Short w/BLS 3M Type III Medium 3MB Type III Medium w/BLS 4M Type IV Medium 4MB Type IV Medium w/BLS WM Wall Mount 02 04 06 08 10 12 E UL Universal 120-277V UH Universal 347-480V 34 347V BK Black BZ Bronze SV Silver WH White 350 350mA 525 525mA -Available with 20-80 LEDs 700 700mA -Available with 20-60 LEDs DIM 0-10V Dimming -Control by others - Refer to Dimming spec sheet for details -Can't exceed specified drive current F Fuse - Refer to ML spec sheet for availability with ML options -Available with UL voltage only -When code dictates fusing, use time delay fuse ML Multi-Level - Refer to ML spec sheet for details - Intended for downlight applications of 0° tilt P Photocell - Refer to ML spec sheet for availability with ML options -Must specify UL or 34 voltage PML Programmable Multi-Level - Refer to PML spec sheet for details - Intended for downlight applications of 0° tilt 40K 4000K Color Temperature - Minimum 70 CRI - Color temperature per luminaire Product Description The Cree Edge™ wall mount luminaire has a slim, low profile design. The luminaire end caps are made from rugged die cast aluminum with integral, weathertight LED driver compartments and high performance aluminum heat sinks specifically designed for LED applications. Housing is rugged aluminum. Includes a lightweight mounting box for installation over standard and mud ring single gang J-Boxes. Secures to wall with four 3/16" (5mm) screws (by others). Conduit entry from top, bottom, sides and rear. Allows mounting for uplight or downlight. Designed and approved for easy through-wiring. Includes leaf/debris guard. Applications: General area and security lighting Accessories Field-Installed Bird Spikes XA-BRDSPK Hand-Held Remote XA-SENSREM - For successful implementation of the programmable multi-level option, a minimum of one hand-held remote is required Patented NanoOptic® Product Technology Made in the U.S.A. of U.S. and imported parts CRI: Minimum 70 CRI CCT : 4000K (+/- 300K), 5700K (+/- 500K) standard Limited Warranty†: 10 years on luminaire/10 years on Colorfast DeltaGuard® finish Performance Summary LED Count (x10) Dim. "A"Weight 02 9.9" (251mm) 20 lbs. (9.1kg) 04 11.9" (303mm)22 lbs. (10.0kg) 06 13.9" (353mm)25 lbs. (11.3kg) 08 15.9" (404mm)27 lbs. (12.2kg) 10 17.9" (455mm)31 lbs. (14.1kg) 12 19.9" (505mm)32 lbs. (14.5kg) “A” 18.3"(464mm) 4.1"(104mm) T (800) 236-6800 F (262) 504-5415US: lighting.cree.com T (800) 473-1234 F (800) 890-7507Canada: www.cree.com/canada Product Specifications CONSTRUCTION & MATERIALS • Slim, low profile design • Luminaire sides are rugged die cast aluminum with integral, weathertight LED driver compartment and high performance aluminum heat sinks specifically designed for LED applications • Housing is rugged aluminum • Furnished with low copper, light weight mounting box designed for installation over standard and mud ring single gang J-Boxes • Luminaire can also be direct mounted to a wall and surface wired • Secures to wall with four 3/16" (5mm) screws (by others) • Conduit entry from top, bottom, sides, and rear • Allows mounting for uplight or downlight • Designed and approved for easy through-wiring • Includes leaf/debris guard • Exclusive Colorfast DeltaGuard® finish features an E-Coat epoxy primer with an ultradurable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver and white are available • Weight: See Dimensions and Weight Chart on page 1 ELECTRICAL SYSTEM • Input Voltage: 120–277V or 347–480V, 50/60Hz, Class 1 drivers • Power Factor: > 0.9 at full load • Total Harmonic Distortion: < 20% at full load • Integral weathertight J-Box with leads (wire nuts) for easy power hook up • Integral 10kV surge suppression protection standard • When code dictates fusing, a slow blow fuse or type C/D breaker should be used to address inrush current • Maximum 10V Source Current: 20 LED (350mA): 10mA; 20LED (525 & 700 mA) and 40-120 LED: 0.15mA REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Meets FCC Part 15, Subpart B, Class A standards for conducted and radiated emissions • Enclosure rated IP66 per IEC 60529 when ordered without P, PML or ML options • 10kV surge suppression protection tested in accordance with IEEE/ANSI C62.41.2 • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • DLC qualified with select SKUs. Refer to https://www.designlights.org/search/ for most current information • Meets Buy American requirements within ARRA • CA RESIDENTS WARNING: Cancer and Reproductive Harm – www.p65warnings.ca.gov Cree Edge™ LED Security Wall Pack Luminaire Electrical Data* LED Count (x10) System Watts 120-480V Total Current (A) 120V 208V 240V 277V 347V 480V 350mA 02 25 0.21 0.13 0.11 0.10 0.08 0.07 04 46 0.36 0.23 0.21 0.20 0.15 0.12 06 66 0.52 0.31 0.28 0.26 0.20 0.15 08 90 0.75 0.44 0.38 0.34 0.26 0.20 10 110 0.92 0.53 0.47 0.41 0.32 0.24 12 130 1.10 0.63 0.55 0.48 0.38 0.28 525mA 02 37 0.30 0.19 0.17 0.16 0.12 0.10 04 70 0.58 0.34 0.31 0.28 0.21 0.16 06 101 0.84 0.49 0.43 0.38 0.30 0.22 08 133 1.13 0.66 0.58 0.51 0.39 0.28 700mA 02 50 0.41 0.25 0.22 0.20 0.15 0.12 04 93 0.78 0.46 0.40 0.36 0.27 0.20 06 134 1.14 0.65 0.57 0.50 0.39 0.29 * Electrical data at 25˚C (77˚F). Actual wattage may differ by +/- 10% when operating between 120-480V +/- 10% Cree Edge™ Series Ambient Adjusted Lumen Maintenance1 Ambient Initial LMF 25K hr Projected2 LMF 50K hr Projected2 LMF 75K hr Calculated3 LMF 100K hr Calculated3 LMF 5˚C (41˚F) 1.04 1.01 0.99 0.98 0.96 10˚C (50˚F) 1.03 1.00 0.98 0.97 0.95 15˚C (59˚F) 1.02 0.99 0.97 0.96 0.94 20˚C (68˚F) 1.01 0.98 0.96 0.95 0.93 25˚C (77˚F) 1.00 0.97 0.95 0.94 0.92 1 Lumen maintenance values at 25˚C (77˚F) are calculated per TM-21 based on LM-80 data and in-situ luminaire testing. Luminaire ambient temperature factors (LATF) have been applied to all lumen maintenance factors. Please refer to the Temperature Zone Reference Document for outdoor average nighttime ambient conditions. 2 In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) 3 In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times (6X) the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip) PRODUCT INFORMATION PRODUCT INFORMATION PRODUCT INFORMATION PRODUCT INFORMATION DLC REBATES CREE WARRANTY INFO ADDITIONAL PRODUCTS PAGE 5 OF 5 For informational and illustration purposes only. All product, service and corporate names are the property of their respective owners. Product specifications and quantities may vary. These documents are the property of Red Leonard Associates, inc. Any use of these documents without the written consent of Jayme J. Leonard of Red Leonard Associates, Inc. is strictly prohibited. RL-5597-S1-R3 1 Lot 1, Block 2, Kenwood Place 2 3 City of Lakeville Public Works – Engineering Division Memorandum To: Brett Jones, Planning and Zoning Specialist From: Joe Powers, Project Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Date: March 27, 2019 Subject: Casey’s Convenience Store • Site Plan Review • Conditional Use Permit • Grading Plan Review • Utility Plan Review BBAACCKKGGRROOUUNNDD Casey’s Retail Company has submitted a site plan application and conditional use permit for a convenience store and commercial fueling station on Lot 1, Block 2, Kenwood Place. The property is located southwest of and adjacent to the intersection of Kenwood Trail (CSAH 5) and Kenyon Avenue. The parent parcel is zoned PUD, Planned Unit Development District. The proposed site plan application will be completed by: Applicant: Casey’s Retail Company Engineer: Kimley Horn SSIITTEE CCOONNDDIITTIIOONNSS The parent parcel is currently undeveloped land that slopes generally from north to south. CCAASSEEYY’’SS CCOONNVVEENNIIEENNCCEE SSTTOORREE MMAARRCCHH 2277,, 22001199 PPAAGGEE 22 OOFF 55 SSIITTEE PPLLAANN The development of Lot 1, Block 2, Kenwood Place includes the construction of a convenience store, commercial fueling station with underground fuel storage, parking, sidewalk improvements, storm sewer, water and sanitary sewer services, a retaining wall, and a single driveway access to Kenyon Avenue. EEAASSEEMMEENNTTSS There are existing drainage and utility easements on the perimeter of the lot which will remain with the site improvements. The Applicant will be vacating a five-foot wide strip of right-of-way along Kenyon Avenue, north of the proposed site entrance. The Applicant will be required to dedicate additional drainage and utility easement over the vacated area of the right-of-way prior to issuance of a building permit. SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Kenyon Avenue Lot 1, Block 2, Kenwood Place is located southeast of and adjacent to Kenyon Avenue, a major collector as identified in the City’s Transportation Plan. The right-of-way for Kenyon Avenue was dedicated with the Kenwood Place final plat. A single full-access driveway will be constructed to provide access to the development from Kenyon Avenue. Kenwood Trail (CSAH 5) Lot 1, Block 2, Kenwood Place is located west of and adjacent to Kenwood Trail (CSAH 5), a minor expander as identified in the City’s Transportation Plan. The right-of-way for Kenwood Trail was dedicated with the Kenwood Place final plat. As part of the site plan review, the City required the Applicant to submit a traffic signal warrant analysis for the intersection of Kenwood Trail and Kenyon Avenue using anticipated post-development traffic volumes. The results of this analysis suggest that one or more signal warrants are likely to be met upon completion of the development. Due to the traffic generated from the proposed improvements warranting the installation of a traffic signal, the City will assess the Applicant $45,000.00 for the cost of a new signal installation. The Applicant shall waive their procedural rights to appeal the assessment. Terms of the assessment shall be finalized prior to City Council approval of the Conditional Use Permit. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress shall be restricted to a single entrance from Kenyon Avenue. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDDEEWWAALLKKSS The Park Dedication requirement for Lot 1, Block 2, Kenwood Place was satisfied through an easement agreement for right-of-way for City Project No. 13-07. CCAASSEEYY’’SS CCOONNVVEENNIIEENNCCEE SSTTOORREE MMAARRCCHH 2277,, 22001199 PPAAGGEE 33 OOFF 55 The site plan includes the construction of private sidewalks on the site and private sidewalk connections to the existing public sidewalks on Kenyon Avenue and Kenwood Trail (CSAH 5). The Applicant shall be required to maintain all private sidewalks, including the private sidewalk connections located within the public right-of-way. A permit will be required from Dakota County prior to construction of the private sidewalk located within CSAH 5 right-of- way. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEEWWEERR An existing sanitary sewer service is provided to Lot 1, Block 2, Kenwood Place. The Applicant will connect to the existing sanitary sewer service to serve the proposed building. The Sanitary Sewer Availability Charge has been collected on the parent parcel and will not be required with the building permit. WWAATTEERRMMAAIINN An existing watermain service is provided to Lot 1, Block 2, Kenwood Place. The Applicant will connect to the existing watermain service to serve the proposed building. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Lot 1, Block 2, Kenwood Place is located within subdistrict OL-24 of the Orchard Lake drainage district as identified in the City’s Water Resources Management Plan. Stormwater from the site will be collected and routed through private and public storm sewer to a regional filtration basin located in Outlot C, Kenwood Place. The regional basin will provide water quality treatment and rate control of the stormwater runoff generated from the proposed site improvements. Prior to the issuance of a building permit the Applicant shall sign a private maintenance agreement for the private storm sewer. Lot 1, Block 2, Kenwood Place contains more than one acre of site disturbance, therefore a National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. RREETTAAIINNIINNGG WWAALLLLSS Development of Casey’s Convenience Store includes the construction of one privately owned and maintained retaining wall. Any retaining wall that is greater than 4-feet in combined height shall be designed by a registered geotechnical or structural engineer, must be CCAASSEEYY’’SS CCOONNVVEENNIIEENNCCEE SSTTOORREE MMAARRCCHH 2277,, 22001199 PPAAGGEE 44 OOFF 55 approved by the building official, and is subject to issuance of a building permit. All retaining walls must be designed and constructed meeting MnDOT requirements and shall be constructed prior to the issuance of building permits. An encroachment agreement shall be executed prior to the issuance of a building permit for the retaining wall to be located within a public drainage and utility easement. SSTTOORRMM SSEEWWEERR Development of Casey’s Convenience Store includes the construction of a private storm sewer system. Stormwater from the site will be collected and routed through privately owned and maintained storm sewer to public storm sewer located in Kenyon Avenue. Prior to connecting to the public storm sewer, stormwater will flow through a privately owned and maintained oil and grit separator. After entering the public storm sewer, stormwater will be routed through an existing stormwater treatment structure and to a regional filtration basin located in Outlot C, Kenwood Place. The Trunk Storm Sewer Area Charge was satisfied through an easement agreement for the stormwater management basin for City Project 13-07. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the final construction plans. FEMA FLOODPLAIN ANALYSIS Lot 1, Block 2, Kenwood Place is shown on the Flood Insurance Rate Map (FIRM) as Zone X by the Federal Emergency Management Agency (FEMA). Based on this designation, there are no areas on the site located within a Special Flood Hazard Area (SFHA), as determined by FEMA. WWEETTLLAANNDDSS There are no wetlands on the site. TTRREEEE PPRREESSEERRVVAATTIIOONN There are no significant trees on the site. EERROOSSIIOONN CCOONNTTRROOLL The Applicant is responsible for obtaining an MPCA Construction Permit for the site as well as developing a SWPPP for the site prior to issuance of a building permit. The permit requires that all erosion and sediment BMPs be clearly outlined in a SWPPP. Changes made throughout construction must be documented in the SWPPP. All basin slopes and slopes adjacent to wetlands must have erosion control blanket installed. CCAASSEEYY’’SS CCOONNVVEENNIIEENNCCEE SSTTOORREE MMAARRCCHH 2277,, 22001199 PPAAGGEE 55 OOFF 55 Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Applicant. SSEECCUURRIITTIIEESS The Applicant shall provide a Letter of Credit as security for the Applicant-installed improvements relating to the site plan. The Security amount will be determined prior to City Council approval of the Conditional Use Permit and must be submitted to the City prior to issuance of a building permit. CCAASSHH FFEEEESS The cash fees for the project will be determined prior to City Council approval of the Conditional Use Permit and must be submitted to the City prior to issuance of a building permit. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the site plan, grading plan, and utility plan for Casey’s Convenience Store, subject to the requirements within this report including: 1. The Applicant shall submit as-built record drawings following the completion of this project. 2. The Applicant shall revise the site plans in accordance with review comments provided to the Applicant’s Engineer by the City on March 27, 2019. 3. The Applicant shall submit a SWPPP for review and approval prior to City Council approval. 4. The Applicant shall dedicate additional drainage and utility easement over the vacated area of the right-of-way along Kenyon Avenue.