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1 2" <br />CONCRETE <br />SLAB -ON -GRADE <br />6ii WITH #3 REBAR <br />x SPACED 36" O.C. <br />MIN. <br />COMPACTED <br />AGGREGATE BASE <br />COMPACTED <br />SUB -GRADE <br />SAND SUBBASE $ DRAINTILE AS <br />DETERMINED BY GEOTEChNICAL ENGINEER <br />GEOTEXTILE FABRIC (TYPE V) <br />AS DETERMINED BY GEOTEChNICAL ENGINEER <br />HEAVY DUTY <br />INCREASE TO 8" THICK W/ #4 REBAR SPACED <br />36" O.C. AS NOTED ON PLANS <br />(I.E. OVER TANKS $ AT ENTRANCES) <br />NOTE: <br />PAVEMENT SECTION TO BE VERIFIED W/ <br />GEOTEChNICAL REPORT. <br />6" GOB <br />CETE PAVE1V <br />E <br />T SECT I O <br />(LIahT DUTY) <br />6500 <br />NO SCALE <br />5 <br />♦ <br />z <br />El I El I <br />D" Leff POLE <br />GLIAMFER EDSE (TYP) <br />GEMS -TUBE FORM ABOVE GRADE <br />GRADE LEVEL <br />♦ <br />2 -O <br />SECT ION <br />DRILLED PIER <br />FOUNDATION <br />ROUND AREALIehT FOU <br />NOTES: <br />PLAN <br />(G) #5 REDAR <br />W/ #4 TIER <br />AT 12" G/0 <br />I BASE PLATE ILLUSTRATION MAY GRANGE <br />WITHOUT NOTICE DO NOT USE FOR <br />SETTING ANCHOR DOLTS CONSULT AREA <br />LIGHT MANUFACTURER FOR DASE PLATE <br />TEMPLATE, ANOHOR DOLT SIZE AND <br />EM(3EDMENT DEPTH <br />PATIO\ <br />0500 <br />NO SCALE <br />8" <br />DIA. <br />VEHICLE ID <br />REQUIRED <br />UP TO $200 FINE <br />FOR VIOLATION <br />VAN <br />ACCESSIBLE <br />BOTTOM OF SIGN <br />9 <br />DELIVERY <br />VEHICLES <br />UNLOADING <br />IN FRONT <br />OF <br />ACCESSIBLE <br />SPACES <br />ARE IN <br />VIOLATION <br />STORE # XXX-X <br />a <br />DIA <br />ADA 15OLLARD SICK\ <br />ADA ACCESSIBLE SIGNAGE- <br />ADHESIVE STICKER, WHITE <br />LETTERS WITH BLUE <br />BACKGROUND, ADHERE TO <br />HDPE BOLLARD COVER <br />ADD STORE PHONE # TO BOLLARD <br />(MUST BE VISABLE) <br />STEEL BOLLARD <br />BLUE HDPE BOLLARD COVER <br />/FINISH GRADE <br />OR PAVEMENT <br />CONCRETE FOOTING <br />ACHE <br />VEHICLE ID <br />REQUIRED <br />UP TO $200 FINE <br />FOR VIOLATION <br />VAN <br />ACCESSIBLE <br />1 <br />DELIVERY <br />VEHICLES <br />UNLOADING <br />IN FRONT <br />OF <br />ACCESSIBLE <br />SPACES <br />ARE IN <br />VIOLATION <br />0500 <br />NO SCALE <br />2 <br />1/2" R <br />NO.4 X 24" DOWEL <br />SPACED 36" C-C <br />3" R <br />3 T. <br />CURB <br />12" <br />3" R <br />6" <br />1/2" R <br />* TIPOUT CURB SHALL SLOPE OUT AT 3/4" PER FOOT. <br />3-�v 12 GO <br />CETE CU& OUTTE� <br />6 <br />If <br />6" <br />AGG. BASE <br />6500 <br />NO SCALE <br />NOTE. SEE ARCHITECTURAL PLANS FOR REMOVABLE <br />BOLLARD LOCATION AND DETAIL <br />5'-0" x 4" PIA GONGRETE FII I FP <br />STEEL PIPE W/ 3d' EXPOSURE <br />PAINT FACTORY PRIMER; <br />40" BOLLARD COVER PER OWNER <br />GONGRETE PAVEMENT <br />SLOPE PER GRAPE PLAN <br />EXPANSION FELT <br />G" MIN GLASS 5 ftASE <br />6 <br />6" PIPE BOLLARD - 5 <br />0500 <br />NO SCALE <br />10 <br />BACKFILL <br />BEDDING <br />Bc <br />2 <br />COMPACTED BACKFILL <br />Bc = OUTSIDE DIAMETER OF PIPE <br />DIP & RCP PIPE <br />5E221\0 <br />12" <br />COARSE FILTER AGGREGATE <br />0500 <br />NO SCALE <br />BACKFILL <br />BEDDING <br />COMPACTED BACKFILL <br />Bc <br />1I II II II II II <br />PVG PIPE P,EDDI <br />12 <br />GRANULAR BEDDING <br />0500 <br />NO SCALE <br />(TS ELEVATION <br />SHOWN ON PLANS) <br />SEE PLAN FOR WAL <br />C Di <br />ENSION <br />C.J.'S @ 5'-019 O.C. <br />EXP. JOINTS @ 25'-0" O.C. <br />4" CONC. WAL,< W/ <br />6X6-W1.4XW1.4 W.W.F. <br />2-#4 BA <br />RS CONT. <br />° <br />° <br />• <br />° <br />2" RADIUS <br />NO.4 X 24" DEF. <br />TIE BAR SPACED <br />36" C-C <br />° <br />6'' <br />0 0 <br />0 V . 0 <br />SIDEWALK/ PETAL <br />O° <br />c0 <br />PAVING <br />BASE COU <br />SE <br />0500 <br />NO SCALE <br />NOTE: SEE ARCHITECTURAL PLANS FOR REMOVABLE <br />p)OLLARD LOCATION AND DETAIL <br />5-4" x 4" PIA GONGRETE FII I FP <br />STEEL PIPE W/ 34," EXPOSURE <br />PAINT: FACTORY PRIMER; <br />40" 6GLLARP GOvER PER OWNER <br />GONGRETE PAVEMENT <br />SLOPE PER GRAPE PLAN <br />EXPANSION FELT <br />7 <br />MIN. GLASS 5 SASE <br />6" PIPE <br />•9 4 <br />3OLLARD - <br />A <br />A <br />° <br />1- <br />0500 <br />NO SCALE <br />12 <br />5/16"x 2 1/2" BOLTS <br />INSTALL NYLON WASHER <br />AGAINST SIGN PLATE <br />UPPER SIGN POST <br />12" MINIMUM OVERLAP <br />ANCHOR POST <br />PNEUMATICALLY <br />DRIVEN <br />PROPOSED FINISHED <br />GRADE <br />NOTES: <br />5/16"x 1" <br />BOLTS <br />3 MIN. <br />z <br />m <br />CE <br />1. MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH <br />CITY SPECIFICATIONS. <br />2. SIGN PANELS -REFLECTIVE SHEETING, VIP DIAMOND GRADE. <br />3. BOLTS SHALL BE TAMPER PROOF. <br />4. FLANGED CHANNEL SIGN POSTS SHALL BE PAINTED GREEN, 3 <br />LB./L.F. AND 7' LONG. <br />5. SIGNS INSTALLED IN CONCRETE SHALL HAVE AN APPROVED <br />BREAK -AWAY DEVICE. <br />6. EDGE OF SIGN SHALL BE MINIMUM 18" FROM BACK OF CURB. <br />TRAFFIC 610 <br />STAULAT 1 O\ <br />0500 <br />NO SCALE <br />(TS ELEVATION <br />SHOWN ON PLANS) <br />SEE PLAN FOR WAL <br />C DIV <br />ENSION <br />C.J.'S @ 5'-091 O.C. <br />EXP. JOINTS @ 25'-0" O.C. <br />4" CONC. WAL,C W/ <br />6X6-W1.4XW1.4 W.W.F. <br />2-#4 BA <br />4 <br />RS CONT. <br />° <br />° <br />° <br />• <br />6„ <br />0 <br />0 <br />O <br />O� o O <br />0 o° <br />0 <br />SIDEWALK/ GUR5 PETAL (ffLU6h PAVE1V <br />NO.4 X 24" DEF. <br />TIE BAR SPACED <br />36" C-C <br />PAVING <br />BASE COU <br />E <br />T) <br />SE <br />05,00 <br />NO SCALE <br />PLACE 4"x 4" - 4' ABOVE \ <br />WATER ROUGH IN <br />EXTEND 4" WATER SERVICE W/ FLANGE <br />6" ABOVE FIRST FLOOR ELEVATION. <br />WATER NOTES: <br />FIRST FLOOR _\, <br />CAP SEWER SERVICES <br />±36" BELOW FIRST FLOOR_ <br />INSTALL 2" X 2" MARKING POST. <br />PVC�� <br />SCH.40 <br />90' ELBOW <br />90' BEND <br />J —WATER SERVICE <br />7.5' MIN. <br />COVER <br />FOR WATER <br />�ANULAR BACKFILL +I <br />UNDER FOOTING <br />COMPACTED <br />FOOTING <br />P <br />a <br />a <br />4" WATER SERVICE W/FLANGE SHALL BE EXTENDED TO 6" ABOVE FIRST FLOOR <br />ELEVATION. ALL SERVICES SHALL BE MARKED WITH A 4" X 4" POST, 4' ABOVE GRADE. <br />SEWER NOTES: SANITARY SEWER SERVICES FOR BUILDINGS SHALL BE EXTENDED <br />VERTICALLY TO APPROXIMATELY 36" BELOW FIRST FLOOR ELEVATION AND CAPPED. <br />ALL SERVICES SHALL BE MARKED WITH A 2" X 2" POST. <br />8 <br />0500 <br />SA\ITARY & WATER sERVIGE 1\ <br />NO SCALE <br />STALLAT 1 O\ <br />13 <br />HA\DIGAP PAR <br />NO PARKING <br />12" HIGH LETTERS <br />HANDICAP PARKING <br />SYMBOL (TYP) <br />0 SPACE STRIPI\O <br />4" STRIPING <br />(TYP) <br />0500 <br />NO SCALE <br />lEwIK <br />TRIP <br />KwIK <br />SrfrR <br />KWIK TRIP, Inc. <br />P.O. BOX 2107 <br />1626 OAK STREET <br />LA CROSSE, WI 54602-2107 <br />PH. (608) 781-8988 <br />FAX (608) 781-8960 <br />0xxCARLSON <br />EIVCaIF1EERINL <br />3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 <br />TEL 763.489.7900 \ FAX 763.489.7959 <br />CARLSON-ENGINEERING.COM <br />I hereby certify that this plan, specification or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the State of Minnesota. <br />Name: Daniel J. Wilke, P.E. <br />Signature: <br />auglAz <br />Date: 01/30/25 License #:53182 <br />DETAILS <br />EORI <br />VASI <br />kRMS <br /># DATE DESCRIPTION <br />/ \ 03/10/25 <br />Per Owner Comments <br />04/08/25 <br />Per City Comments <br />DRAWN BY DJW <br />SCALE GRAPHIC <br />PROJ. NO. 11224-00 <br />DATE 2025-01-30 <br />SHEET 1782 <br />C500 <br />