Laserfiche WebLink
NO7M <br />1. STEEL TO BE USED WHEN DRIVEWAY <br />SLAB 15 NOT INTEGRAL WITH <br />.' <br />GROOVED <br />•, <br />APgOpUyREED. <br />2. � SSEEALKS DUST OR ARE <br />`. <br />CONTRACTION+ <br />PROPOSED, THE DRIVEWAY SHALL <br />6618 CONCRETEJOINTS <br />EXTEND THROUGH THE SIDEWALK WITH <br />CURB & GUTTER <br />'' <br />THE CURB DROPPED. <br />• <br />., <br />3.2% MAXIMUM CR065—SLOPE ON <br />�• <br />1 /2 - 0 X 2'-6» DEFORMED <br />•• , <br />SIDEWALKS. <br />EXPANSION <br />BARS <br />4. JOINT WIDTH SHALL BE AS SPECIflED <br />JOINTS <br />'� <br />M. <br />PTIE <br />LACED ATMID,DEPTH OF <br />_ <br />4;a <br />�._ <br />IN Mn/DOT 2521. <br />CONCRETE TO BE <br />POURED INTEGRALLY <br />WITH CURB <br />A <br />GROOVED `~ " <br />JOINTS <br />Y.AR1AaLE <br />Pfj= II'/rbflH I ICAL FOOT <br />je PER <br />5' MIN. ��1s <br />OR AS DIRECTED <br />BY THE ENGINEER <br />DRIVEWAY WITH CURB <br />CONTRACTION JOINT WHEN <br />• <br />IM GUTTER IS POURED WITH CURB <br />R = 25'-0» H • <br />1 MACHINE <br />NTRACTION <br />NT (SAWED <br />PREFORMEDN <br />j <br />k25=1 <br />16' OR <br />DER DRIVE) <br />i <br />/2 - 0 X 2'-6-� <br />DEFORMED TIE BARS <br />CONTRACTION JOINT <br />AT 2'-6" O.C., <br />CONTRACTION EXPANSION JOINT <br />PLACED AT MID <br />DEPTH OF SLAB JOINT <br />1 <br />C3 <br />DRIVEWAY WITHOUT CURB <br />SECTION A —A <br />NOTES: <br />1. DRIVEWAYS WITH GRADE GREATER <br />THAN 10% MUST OBTAIN <br />ENGINEERING DEPARTMENT <br />APPROVAL <br />2. DRIVEWAY AREA MUST MEETCODE <br />FOR LOT COVERAGE. <br />3. NO DRIVEWAY SWILL BE CLOSER <br />THAN 40' FROM END OF <br />CORNER RADII. <br />4. 2X MAX. CROSS —SLOPE ON <br />SIDEWALKS. <br />5. WHERE SIDEWALKS EXIST OR ARE <br />PROPOSED, THE DRIVEWAY <br />SHALL EXTEND THROUGH THE <br />SIDEWALK. <br />6. STEEL TO BE USED WHEN <br />DRIVEWAY SLAB IS NOT POURED <br />INTEGRAL WITH GUTTER (SEE <br />PLAN). <br />J13.5» <br />FABRIC �� <br />HIGH—F—V I ­ <br />PLATE <br />RFLOW #1—CENTER OF FILTER ASSEMBLY <br />0" FILTER ASSEMBLY <br />/ERFLOW #2—TOP OF CURB BOX <br />'URB <br />7 HIGH —FLOW <br />WIMCO MODEL # CC-3067 HIGH —FLOW <br />INLET PROTECTION OR APROVED EQUAL <br />CURB AND GUTTER INLET PROTECTION <br />NO SCALE <br />OPENING FOR LARGE EVENTS <br />APPROVED MnDOT SILT FENCE FABRIC <br />FASTEN TO STAKES 2' O.C. <br />PERFORATED WALL <br />T o <br />z SILT FABRIC TO BE WRAPPED <br />AROUND SCB IF NEEDED <br />INFRASAFE SEDIMENT CONTROL BARRIER <br />TOP VIEW ROYAL ENVIROMENTAL SERVICES OR AN CROSS SECTION VIEW <br />ENGINEER APPROVED EQUAL. <br />REAR YARD INLET PROTECTION <br />NO SCALE <br />FEBRUARY, 2021 MAY, 2013 JUNE 2016 MAY, 2013 <br />COMMERCIAL/MULTI-FAMILY/ SILT FENCE - ROCK CONSTRUCTION INLET PROTECTION <br />C I T O F INDUSTRIAL DRIVEWAY C I T O F GEN-16 C I r O F ENTRANCE GEN-17 K I T O F GEN-19 <br />IN LAKESGEN-6 IN KE IN KE IN KE <br />PAVEMENT SECTION* <br />12" CLASS 5 AGGREGATE BASE, MN/DOT SPEC. 2211 (100% CRUSHED) <br />APPROVED SUBGRADE W/OPTIONAL WOVEN GEOTEXTILE <br />*FINAL PAVEMENT DESIGN TO BE CONFIRMED <br />BY GEOTECHNICAL ENGINEER OF RECORD. <br />GRAVEL PAVEMENT SECTION <br />NO SCALE <br />1" X 2" X 24" LONG WOODEN STAKES. <br />STAKES SHALL BE DRIVEN THROUGH THE <br />BACK HALF OF THE SEDIMENT CONTROL LOG <br />AT AN ANGLE OF 45 DEGREES WITH THE <br />TOP OF THE STAKE POINTING UPSTREAM. Q <br />SEDIMENT CONTROL LOG <br />45" <br />FLOW �+ <br />>~ <br />BACKFILL AND COMPACT SOIL FROM 8"-10" EMBEDMENT DEPTH <br />TRENCH ON UPGRADIENT SIDE OF :'•,/� <br />SEDIMENT CONTROL LOG <br />PLACE SEDIMENT CONTROL <br />LOG IN SHALLOW TRENCH <br />(1" TO 2" DEPTH) <br />TYPESi STRAW. WOOD FIBER. OR COIR <br />COARSE FILTER AGGREGATE <br />1:2 SLOPE (TYP) <br />CLASS I RIPRAP <br />WATER <br />2' DITCH PROFILE <br />FLOW —~ <br />B' <br />TYPE IV GEOTEXTILE <br />ALONG BOTTOM <br />OF FILTER BERM <br />TYPE 3 (ROCK WEEPER) <br />TWO 2" X 2" WOOD STAKES OR <br />REINFORCING BARS IN EACH BALE <br />EMBEDDED 10" MINIMUM IN THE *-i <br />GROUND. FLOSTANDING <br />WATER <br />EMBED BALES 4" INTO GROUND <br />EMBEDMENT METHOD <br />1" X 2" X 24" LONG WOODEN STAKES AS <br />NEEDED. STAKES SHALL BE DRIVEN OVER <br />THE SEDIMENT CONTROL LOG AT AN ANGLE <br />OF 45 DEGREES WITH THE TOP OF THE <br />STAKE POINTING UPSTREAM. O <br />FLOW <br />IP <br />SEDIMENT CONTROL LOG <br />8"-10" EMBEDMENT DEPTH��'.� <br />+tit <br />TYPESm WOOD CHIP. COMPOST, OR ROCK <br />CLASS ]I RIPRAP <br />2' DITCH <br />PROFILE <br />5' TYPE IV GEOTEXTILE <br />ALONG BOTTOM <br />OF FILTER BERM <br />REPP CATEGORY 25 <br />6' WIDE MINIMUM <br />FLOW STANDING <br />WATER <br />6" STAPLES AT 1' O.C. <br />REPP (BLANKET) METHOD (ALTERNATE) <br />BALE BARRIERSOO <br />TYPE 5 (ROCK) <br />FILTER BERMS <br />COMPOST, SLASH <br />MULCH. OR TOPSOIL <br />2N. <br />DITCH <br />� • • PROFILE <br />MI•i:;:•+; • j•�' .• :,: <br />I_ _I <br />r— 4' MIN. <br />TYPE 1 (COMPOST). TYPE 2 (SLASH <br />MULCH). OR TYPE 4 (TOPSOIL) <br />NOTES: <br />REPP = ROLLED EROSION PREVENTION PRODUCT. <br />SEE SPECS. 2573, 3149, 3874, 3882, 3885, 3886. AND 3897. <br />Q SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF V FOR DITCH CHECKS OR 2'FOR OTHER <br />APPLICATIONS. <br />02 PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON <br />SLOPES OR AS NEEDED DUE TO OTHER FACTORS. STAKES SHALL BE INCIDENTAL. <br />3O TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS WHERE STANDING WATER OCCURS (6" <br />MAXIMUM DEPTH). BALES SHALL CONSIST OF TYPE 1 MULCH OF APPROXIMATELY 14" X 18" X 36" <br />LONG. BALES SHALL BE PLACED ON EDGE AND BUTTED TIGHT TO ADJACENT BALES. <br />4O INSTEAD OF TRENCHING, PLACE BALE ON THE REPP (BLANKET)AND WRAP BLANKET AROUND THE <br />BALE. PLACE STAKE THROUGH BALE AND BLANKET. <br />J <br />Q <br />Z <br />Z W <br />Z� <br />z <br />Z W <br />1 <br />> <br />Ill <br />Z <br />W W <br />Z <br />0 z <br />~ ` <br />0 <br />Z <br />W <br />K <br />Z <br />W <br />H <br />r <br />0 (0 <br />O <br />~ <br />J � <br />a <br />W <br />m� <br />0 <br />Z <br />J <br />1�1 <br />m O_ <br />J <br />W <br />tie <br />V/ <br />LU <br />`N <br />r <br />W (1) 00 <br />W Z3 Mo <br />a Ln <br />O > Ln <br />DC Q <br />z <br />Z N O <br />~ 0) <br />W N <br />m � <br />W <br />Ce <br />REVISIONS <br />1. 04/06/22 Per City/RCWD Comments <br />DRAWN BY: <br />JTR <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: <br />01/10/22 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under my <br />direct supervision and that I am a duly <br />Licensed Professional Engineer under the <br />laws of the State of Minnesota <br />Name: Joseph T. Radach, P.E. <br />Signature: 5 �- <br />Date: 01/10/22 License #: 45889 <br />C3 <br />of <br />3 <br />