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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 />12" 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, LATEST <br />EDITION. <br />2.SEE CS-107 FOR DIFFERENCES TO STANDARD <br />INSTALLATION HEIGHT SHOWN. <br />SIGN <br />SLOPE CONCRETE TO DRAIN <br />FINISHED GRADE7'-0"42"VARIES, SEE PLAN <br />1.5'4' <br />NOTES: <br />"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 />REFLECTIVE <br />TRAFFIC <br />PAINT <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 TWO <br />BOLT 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 ANCHOR <br />ASSEMBLY 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 BOLT <br />HOLES EXPOSED AND ACCESSIBLE ABOVE FINISH <br />GRADE. <br />3.USE PRISMATIC SIGN MATERIAL. <br />2" GALVANIZED TELESPAR <br />SIGN POST <br />TELESPAR ANCHOR <br />ASSEMBLY 2-1/4" SQUARE, 3 <br />FEET 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 TRAFFIC <br />PAINT, TYP.K:\019789-000\Cad\Plan\2ND ADDITION\019789-000-C-GENL-DETL-PLAN-2ND.dwg 12/30/2022 2:37:57 PMCS-507 <br />AS SHOWN KWH <br />PTHNDK <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 COMMONS - 2ND ADDITIONLENNAR HOMES - LITTLE CANADA, MINNESOTA019789-000 KYLE W. HOFF5970912/30/2023CIVIL DETAILS <br />SCALE: <br />1 <br />CS-507 <br />TRAFFIC SIGNAGE <br /> NOT TO SCALE <br />SCALE: <br />2 <br />CS-507 <br />PEDESTRIAN CROSSWALK STRIPING <br /> NOT TO SCALE <br />3" <br />6" <br />ASPHALT WEAR, SPWEA230B <br />COURSE AGGREGATE BASE, <br />MnDOT 3138 (CLASS 5, 5Q, OR 6) <br />8" SCARIFY AND <br />RECOMPACT SUBGRADE, <br />MnDOT 2112 <br />SCALE: <br />3 <br />CS-507 <br />BITUMINOUS TRAIL SECTION <br /> NOT TO SCALE <br />NOTE: <br />1.AGGREGATE BASE PLACEMENT FOR PAVEMENT SUPPORT SHOULD MEET THE <br />GRADATION 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 />SCALE: <br />4 <br />CS-507 NTS PERMANENT BARRICADE <br />1/2"X6" GALVANIZED BOLTS <br />WITH CUT WASHERS <br />(CARRIAGE, HEX. OR SQ.) <br />1"2" <br />7" <br />7" <br />8'-0" <br />2'-0"4'-0"2'-0"6"45° <br />CL <br />5'-0"MIN.2'-8"MIN.EX. GROUND <br />NOMINAL <br />1"X8"X8'-0" <br />8' STEEL CHANNEL <br />POSTS WITH <br />STANDARD <br />WEIGHT OF <br />3 LBS/FT <br />NOTES: <br />1.THE PLACEMENT OF THE BARRICADE SHALL BE 10'-0" FROM THE END OF THE <br />BITUMINOUS ROAD WITH THE BARRICADE CENTERED ON THE ROADWAY FACING THE <br />FLOW OF TRAFFIC. BARRICADES SHALL BE PLACED WITH MAXIMUM 6' SPACING AND <br />SHALL SPAN ENTIRE ROADWAY WIDTH.