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2'-0" WIDE x 8'-0" LONG PAINTED <br />AREA (SOLID GREEN COLOR) WITH <br />1.5' GAPS FOR CROSSWALK (TYP.) <br />L ROAD / DRIVE <br /> L RAMP <br />C <br />C <br />PEDESTRIAN CROSSWALK SHALL BE <br />CENTERED IN ROADWAY/DRIVE AND <br />ALIGNED WITH PEDESTRIAN RAMPS, AS <br />INDICATED - REFER TO LAYOUT PLANS <br />FOR LOCATIONS. <br />18" MINIMUM UNPAINTED <br />DISTANCE FROM EDGE OF <br />PAVEMENT/CURB LIP. IF THE LAST <br />PAINTED BOX FALLS WITHIN THIS <br />AREA, IT MUST BE OMMITTED (TYP) <br />4'-0"4'-0"1'-6"2'-0"8'-0" <br />NOTES: <br />1.SIGNAGE TO MEET MUTCD STANDARDS, LATESTEDITION. <br />2.SIGN POSTS SHALL BE PAINTED DARK BROWN.3.SIGN FRONTS SHALL BE DARK BROWN WITH WHITE <br />REFLECTIVE LETTERING.4.BACK OF SIGN SHALL BE DARK BRONZE. <br />5.SEE CS-107 FOR DIFFERENCES TO STANDARDINSTALLATION HEIGHT SHOWN. <br />SIGN <br />SLOPE CONCRETE TO DRAIN <br />FINISHED GRADE7'-0"42"VARIES, SEE PLAN <br />1.5'4' <br />NOTES:"STOP BAR" SHALL BE IN ACCORDANCE WITH THE D.O.T. <br />SPECIFICATIONS AND DETAILS, LATEST EDITION. <br />FACE OF CURB <br />STOP SIGN <br />WHITE <br />REFLECTIVETRAFFICPAINT <br />STOP BAR <br />R1-1 30" x 30" STOP SIGN <br />VEHICLE STOP SIGNAGE <br />FINISHED GRADE <br />STREET SIGNS: <br />1. BREAK OFF TO BE SET AT FINISH GRADE. <br />2.ANCHOR SLEEVE TO BE SET WITH TWOBOLT HOLES EXPOSED AND ACCESSIBLE <br />ABOVE FINISH GRADE. <br />3.USE PRISMATIC SIGN MATERIAL. <br />2" GALVANIZED TELESPAR <br />SIGN POST <br />2-1/2", 18" LONG OMNI SLEEVE <br />TELESPAR ANCHORASSEMBLY 2-1/4" SQUARE, 3 <br />FEET LONG, 12 GA7'MOUNTING HOLES <br />MOUNTING HOLES <br />STREET SIGNS: <br />1. BREAK OFF TO BE SET AT FINISH GRADE. <br />2.ANCHOR SLEEVE TO BE SET WITH TWO BOLTHOLES EXPOSED AND ACCESSIBLE ABOVE FINISHGRADE. <br />3.USE PRISMATIC SIGN MATERIAL. <br />2" GALVANIZED TELESPARSIGN POST <br />TELESPAR ANCHOR <br />ASSEMBLY 2-1/4" SQUARE, 3FEET LONG, 12 GA <br />2-1/2", 18" LONG OMNI SLEEVE <br />NOTES: <br />1.SIGNAGE & STRIPING TO MEET MUTCD STANDARDS, LATEST EDITION. <br />WHITE REFLECTIVE TRAFFICPAINT, TYP.K:\019789-000\Cad\Plan\PHASE 1\019789-000-C-GENL-PH 1-DETL.dwg 10/24/2022 6:48:43 PMCS-508 <br />AS SHOWN SJH <br />KWHSJH <br />SCALE: <br />PLAN BY: <br />DESIGN BY: <br />CHECK BY: <br />SHEET <br />WSB PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.LIC. NO:DATE:REVISIONSNO.DATEDESCRIPTIONPIONEER COMMONSLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF10/21/202259709CIVIL DETAILS <br />SCALE: <br />1 <br />CS-508 <br />TRAFFIC SIGNAGE <br /> NOT TO SCALE SCALE: <br />2 <br />CS-508 <br />PEDESTRIAN CROSSWALK STRIPING <br /> NOT TO SCALE <br />3" <br />6" <br />ASPHALT WEAR, SPWEA230B <br />COURSE AGGREGATE BASE,MnDOT 3138 (CLASS 5, 5Q, OR 6) <br />8" SCARIFY AND <br />RECOMPACT SUBGRADE,MnDOT 2112 <br />SCALE: <br />3 <br />CS-508 <br />BITUMINOUS TRAIL SECTION <br /> NOT TO SCALE <br />NOTE: <br />1.AGGREGATE BASE PLACEMENT FOR PAVEMENT SUPPORT SHOULD MEET THEGRADATION QUALITY REQUIREMENTS FOR CLASS 5, 5Q, OR 6 PER MnDOT <br />SPECIFICATION 3138. AGGREGATE BASE MATERIAL SHOULD BE COMPACTED TO 100% <br />OF ITS STANDARD PROCTOR MAXIMUM DRY DENSITY <br />(12) 1/2" DIA. GALV. CARRIAGE <br />BOLTS, NUTS, LOCK WASHERS <br />AND FLAT WASHERS (3 EA. POST) <br />DOME POSTS TO <br />SHED WATER <br />DEVICES REQUIREMENTS PER <br />UNIFORM TRAFFIC CONTROL <br />PROVIDE TYPE III BARRICADE AS <br />6" DIA. PRESSURE TREATED <br />WOOD POST DRIVE TO 3' MIN. <br />(4 EACH)12'-0" TYP. <br />2'-0"5'-0"5"SCALE: <br />4 <br />CS-508 <br />PERMANENT BARRICADE <br /> NOT TO SCALE <br />NOTE: <br />1.TOTAL WIDTH AND NUMBER OF SUPPORT POSTS TO BE BASED ON STREET OR TRAIL WIDTH. <br />BARRICADE TO BE WIDE ENOUGH TO BLOCK THROUGH MOVEMENT OF VEHICLES.10/24/2022