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EGEG171ST AVENUE (100' ROW)YALE S <br />T <br />R <br />E <br />E <br />T <br />N <br />W <br />( <br />6 <br />0' <br />R <br />O <br />W <br />) <br />US HWY <br />1 <br />0 <br />, <br />5 <br />2 <br />& <br />1 <br />6 <br />9 <br />( <br />2 <br />2 <br />5' <br />R <br />O <br />W <br />)DESS <br />ESS <br />ESS <br />ESS <br />EST <br />EST <br />EST <br />EST <br />EST <br />EST <br />EST <br />EST ESTESTESTESTESTESTESTESTE UGT <br />E UGT <br />E UGT <br />E UGT <br />E UGT <br />E FOL <br />E FOL <br />E FOL <br />E FOL <br />E FOL <br />EG <br />EG <br />EG <br />EG EGESS <br />ESS <br />ESS <br />ESS <br />ESS <br />ESS <br />ESS <br />ESS <br />ESS <br />EXIST. 18" RC <br />P <br />EXIST. ELECTRIC MANHOLEEST <br />EST <br />EST <br />N20° 38' <br />3 <br />1 <br />" <br />W <br />1 <br />6 <br />1. <br />8 <br />2'N74° 55' 43"E 212.37'R=244.16'Δ=006°35'43"L=28.11'N83° 19' 55"E 98.22'N89° 55' 40"E 69.14EWEW <br />EW <br />EW <br />EW <br />EW <br />EW <br />ESSEXIST. <br />1 <br />0" <br />DI <br />P <br />W <br />A <br />T <br />E <br />R <br />M <br />AI <br />N <br />EXIST. <br />1 <br />0 <br />" <br />P <br />V <br />C <br />S <br />E <br />W <br />E <br />R <br />R=7674.55 <br /> <br />Δ <br />= <br />0 <br />0 <br />1 <br />° <br />4 <br />6' <br />2 <br />8 <br />" <br /> <br />L <br />= <br />2 <br />3 <br />7 <br />. <br />6 <br />6'R=335.00'Δ=006°36'55"L=38.68'EXIST. SIGN(MILE MARKER)EXIST. SIGN (MEDIAN)EXIST. SIGN (ONE WAY)EXIST. SIGN(30 MPH)EXIST. <br />BI <br />T <br />U <br />MI <br />N <br />O <br />U <br />S <br />P <br />A <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />3 <br />0 <br />MPH SP <br />E <br />E <br />D <br /> <br />LI <br />MI <br />T <br />( <br />G <br />O <br />O <br />D <br />C <br />O <br />N <br />DI <br />TI <br />O <br />N <br />)EXIST. BITUMINOUS PAVEMENT 30 MPHSPEED LIMIT (GOOD CONDITION)EXIST. BI <br />T <br />U <br />M <br />I <br />N <br />O <br />U <br />S <br /> <br />P <br />A <br />V <br />E <br />M <br />E <br />N <br />T <br /> <br />5 <br />5 <br />MPH SPE <br />E <br />D <br /> <br />L <br />I <br />M <br />I <br />T <br /> <br />( <br />F <br />A <br />I <br />R <br /> <br />C <br />O <br />N <br />D <br />I <br />T <br />I <br />O <br />N <br />)EXIST. SANITARY MANHOLERIM:878.22INV:869.12EXIST. SANITARY MANHOLERIM:878.08INV:868.78EXIST. CATCHBASINRIM:877.83INV:872.93EXIST. CATCHBASINRIM:877.49INV:872.70EXIST. CATCHBASINRIM:878.84INV:873.69EXIST. CATCH BASINRIM:878.19INV:872.19EXIST. STORM MANHOLERIM:881.78INV.:872.48EXIST. 12" RCP STORM SEWEREXIST. <br />2 <br />4 <br />" <br />R <br />C <br />P <br />S <br />T <br />O <br />R <br />M <br />S <br />E <br />W <br />E <br />R <br />SURVEYORS BENCHMARK #1(TOP NUT HYDRANT)ELEV:882.345' DRAINAGE AND UTILITY EASEMENTCONTROLLEDACCESS10' DRAIN <br />A <br />G <br />E <br /> <br />A <br />N <br />D <br /> <br />U <br />T <br />I <br />L <br />I <br />T <br />Y <br /> <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T <br />10' DRAINAGE AND UTILITY EASEMENT10' DRAI <br />N <br />A <br />G <br />E <br />A <br />N <br />D <br />U <br />TI <br />LI <br />T <br />Y <br />E <br />A <br />S <br />E <br />M <br />E <br />N <br />T PROPOSEDRIGHT-INONLYAPPROACHPROPO <br />S <br />E <br />D <br />A <br />P <br />P <br />R <br />O <br />A <br />C <br />H MISC. NOTE: #2PROPOSEDSTANDARD3-PRODUCTPYLON SIGN42'-0"87'-8" <br />35'-0" <br />39'-2"32'-1"30'-0"30'-0"30'-0"58'-7"6'110'-3"6'31'-7"10'-0" <br />42'-6" <br />8'-0" <br />65'-0" <br />30'-0" <br />45'-0" <br />37'-2"MISC. NOTE: #4PROPOSED 66' x 114' GAS CANOPY49'-10"15'-0"67'-3"16'-4"42'-0"NOTE #24UTILITY NOTE: #2PROPOSED 6" SANITARY SEWER SERVICEUTILITY NOTE:#3 & #4UTILITY NOTE: #1UTILITY NOTE: #520'-0"ABCCCDDDDEFFFFGGCURBCURBCURB <br />CURB <br />CURB <br />CURB <br />PROPOSED O442'-6" x 110'-3"CASEY'S BUILDINGPSSPSSPSSPSSPSSPSS14' x 56' L <br />O <br />A <br />DI <br />N <br />G <br />A <br />R <br />E <br />A <br />SIDEWAL <br />K <br />NOTE #26 <br />SIDEWAL <br />K SIDEWALKBOLLARD (TYP.)9'x20'9'x20'8'8'5'NOTE #2476542181213141511SIDEWALKNO PARKING109H.C.SIGNH.C.PARKING35'MISC. NOTE: #1PROPOSED 28'x20'DUMPSTERRECYCLE AREAMISC. NOTE: #3NOPARKINGSIGNNTSVICINITY MAPNOTE:1.RELATED SHEETS: FOR ADDITIONAL INFORMATION NOT DIRECTLY REFERENCED, SEE CIVIL PLANS DONE BY DESIGN TREE ENGINEERING:General NotesGASOLINE PUMP PARKING SPACES (DO NOT PAINT LINES OR OTHERWISE MARK)MARKED PARKING SPACES (PAINT LINES AS INDICATED)5Legal Description:32V1FILL CATCH BASIN W/ DROP TUBE OVERSPILL PROTECTION (TYP.)TURBINE ENCLOSURE TYP. CONTAINS; SUB-PUMB W/LINE DETECTION,TANK PROBE FOR FUEL MONITORING, INCLUDING THE INTERSTITIALSENSOR AND TANK SUMP SENSORVENT EXTRACTOR W/VAPOR RECOVERY/SPILL CONTAINMENTSUMP SENSOR @ EACH DISPENSER.FU.G.S.T. NotesNOTICE: ALL WORK IN/ON THE R.O.W. AREA IS SUBJECT TO THE CITY OFELK RIVER & MND.O.T. APPROVAL AND SPECIFICATIONS.CBAKeyed Construction NotesPROPOSED 45' RADIUSPROPOSED 25' RADIUSPROPOSED 15' RADIUSPROPOSED 10' RADIUSPROPOSED 5' RADIUSTIE INTO AND MATCH EXISTING CURB AND FLOW LINE.2% MAX. CROSS-SLOPE IN SIDEWALK AREA.DETECTABLE SIDEWALK MAT. VERIFY WITH CITY.LegendGeneral Construction NotesSITEPLANAL-101ELK RIVER, MN.06.16.171" = 20'Site Layout PlanA1AREA LIGHTS (6 SHOWN)REFER TO LIGHTING PLAN RL-?-S1DONE BY RED LEONARD1.) 2 - 30,000 GALLON DOUBLE WALL FIBERGLASS CONTAINMENT SOLUTIONS TANKS.TANK 1 - 22,000 GALLON (87E) 10'-6" x 40'-2.5" (SPLIT 22,000 / 8,000)TANK 2 - 14,000 GALLON (DIESEL) 10'-6"x27'-10" (SPLIT 14,000 / 8,000 / 8,000) TANK 3 - 8,000 GALLON (91E) 10'-6" x 18'-8.75"TANK 4 - 8,000 GALLON (91C) 10'-6" x 18'-8.75"TANK 5 - 8,000 GALLON (91C) 10'-6" x 18' - 8.75"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-601, QR-602, QR-6036.) GILBARCO WIRING PAGE QF-6017.) ISLAND SIZE - 3' x 5' W/DUAL GUARD PIPE8.) 8 - GILBARCO 700 S DISPENSERS (BLENDED)4 = NG1 4 NOZZLES & 8 METERS EACH4 = NJ4 4 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.) ALL FUEL DISPENSERS FALL WITHIN A 100 FOOT RADIUS OF THE EMERGENCYSHUT-OFF SWITCH LOCATED ON A POST AT THE CURB; A SECONDARY SHUTOFFLOCATED INSIDE AT THE SALES COUNTER FOR THE CONVENIENCE OF STAFF.25.) IRRIGATION REQUIRED WITH RAIN SENSOR MOUNTED ON BACK RAILING OF ROOF.26.) AIR COMPRESSOR BOX, MOUNTED TO STEEL POLE, INSTALLED ON 3'x3' CONCRETE PAD30" FROM FRONT OF CURB. 110 VOLT-60HZ-5.5 AMP. 8 GAUGE MINIMUM RECOMMENDED.AREA TO BE SODDE4FGHSITEPSSPSSPSSPWPWPGPGPSTPSTPSTPROPOSED SANITARY SEWER LINEPROPOSED WATER LINEPROPOSED GAS LINEPROPOSED STORM SEWER LINE5CONCRETE PAVING OR SIDEWALKS(29,514.32 SQ. FT.)SYMBOL INDICATES EXISTING UTILITY TO EXISTING STRUCTURE TO BE REMOVEDOR DISCONNECTED BY APPROPRIATE CONTRACTOR. VERIFY WITH UTILITYCOMPANY REPRESENTATIVE.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:K.SCHULZE"O4" STYLE STORE (MINNESOTA)FLAT ROOFNOTE #1: PROPOSED ELECTRICAL SERVICE ENTRANCE.ELECTRIC 3 PHASE, 800 AMP., 120208 VOLTS, 4 WIRE.TELEPHONE 8 PAIR, 4 LINES.NOTE #2: PROPOSED 1.5" SCHEDULE 40 IRON PIPE GAS SERVICE CONNECTION.CONNECTION LOAD IS 680 MBH. TOTAL CONNECTED LOAD IS 680,000 BTU 618 CU/FT. HR. HOUSE PRESSURE IS 7" W.C.NOTE #3: PROPOSED 6" SANITARY SEWER CONNECTION.NOTE #4: PROPOSED 1,000 GALLON BELOW GRADE GREASE INTERCEPTORWITH 2 MANHOLES.NOTE #5: PROPOSED 1 1/2" CTS, HDPE, SDR9 C5-200 PSI WATER SERVICECONNECTION.NOTE: #6: CONNECT ALL BUILDING AND CANOPY DOWN SPOUTS TO STORM SEWERSYSTEM.REFER TO CIVIL PLANS DONE BY FARNSWORTH GROUP.Utility NotesMisc. #1:DUMPSTER AREA 6' HEIGHT CHAIN LINK W/VINYL SLATES4-6' GATES AND 3' SERVICE GATEMisc. #2PYLON SIGN3 PRODUCT PRICE SIGN HEIGHT 26'-8" @ 93.23 Sq. Ft.Misc. #3O4 - BUILDING HEIGHT: @ 20'-8"Misc. #4CANOPY HEIGHT: @ 20'-7"Misc. NotesLot 1, Block 1, Mississippi Ridge, according to the recorded plat thereof, and situate inSherburne County, Minnesota.SURVEYORS LEGEND:E OHEHYDRANTSANITARY MANHOLEMONITORING WELLGATE VALVEPOWER POLELIGHT POLECATCH BASINSIGNDECIDUOUS TREECONIFEROUS TREESHRUBPEDESTALGUY WIREBOLLARDPOWER BOXFENCESTORM SEWER LINESANITARY SEWER LINEWATERMAINOVERHEAD ELECTRICUNDERGROUND TELEPHONEUNDERGROUND FIBERUNDERGROUND ELECTRICUNDERGROUND GAS LINECONCRETE PAVEMENTBITUMINOUS PAVEMENTBUILDINGE UGTESTE FOLE UGEEGESSEWEFEFWSURVEYORS BENCHMARK INFORMATION:BENCHMARK #1:Use top nut of hydrant located to the NW of the subject property.. Elev:882.34BENCHMARK #2:Finish floor elevation of the building to the north of subject property. Elev:883.52