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R/W <br />ARIE <br />VARIE <br />16' <br />VARIES <br />" TYP. <br />r'�s t rxrrr rr <br />ti4Ax. SLOPE 11 <br />muy. SLOPE 2•()% <br />SUITABLE BACKFILL <br />MATERIAL <br />INSET A <br />0412 CONCRETE <br />CURB & GUTTER <br />1 .5" 2360 TYPE SP WEARING COURSE <br />2357 BITUMINOUS TACK COAT <br />2" 2360 TYPE SP NON -WEARING COURSE <br />5' AGGREGATE I3ASEE, CL 5 <br />24" SELECT GROIN L AR BORROW <br />24" APPROVED SUBGRADE <br />INSETA <br />4" TOPSOIL <br />& SOD <br />TYPICAL SECTION <br />(URBAN STREET) <br />MAY, 2013 <br />GEN -1 <br />NOTES: <br />1.) TYPICAL STREET SECTION SHOWN. CONSTRUCT PER DIMENSIONS AND GRADES ON SHEETS C2.0 AND C3.0. <br />2.) CURB AND GUTTER ON CITY STREETS TO BE TYPICAL MNDOT B618 CURB AND GUTTER, PER DETAIL 3/C5. <br />CITY STREET <br />PAVEMENT SECTION DETAIL <br />NOT TO SCALE <br />NEENAH CASTING NO. R-3067 WITH TYPE DR, <br />DL, OR TYPE V GRATE OR APPROVED EQUAL <br />DIRECTION OF MAJOR FLOW <br />(TYPE DL GRATE) <br />NOTES: <br />1. EXPANSION MATERIAL TO BE <br />PLACED IN SECOND JOINT <br />BOTH SIDES OF CATCH BASIN. <br />2. RECESS CATCH BASINS 2" <br />BELOW GUTTER GRADE LINE. <br />VARIES <br />2" ADJUSTING RINGS <br />(MIN. 2", MAX. 4") <br />FULL BED OF MORTAR <br />BETWEEN THE RINGS <br />6" CONCRETE COLLAR <br />AROUND OUTSIDE OF RINGS <br />6" PRECAST REINFORCED <br />CONCRETE <br />CRETEX TYPE 477-1 INLET <br />DRILLED OR PREFORMED HOLES REQUIRED <br />FOR SUBDRAIN CONNECTIONS TO MINIMIZE <br />STRUCTURE DAMAGE <br />CATCH BASIN DETAIL <br />NOT TO SCALE <br />P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C6.dwg <br />/8" SMOOTH BAR @ <br />2" O.C. EACH WAY <br />6"MAX <br />COMPACTED BACKFILL <br />PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. <br />HOT DIP GALVANIZE AFTER FABRICATION. <br />FLARED END <br />SECTION DETAIL <br />NOT TO SCALE <br />LOAD FACTOR 1.9 <br />W <br />"OD" DENOTES OUTSIDE DIAMETER OF PIPE BARREL <br />"W" DENOTES OD+12" MINIMUM <br />CLASS B <br />HAND SHAPED FROM ANGULAR BEDDING MATERIAL <br />3" GOOD QUALITY SANDY <br />TOPSOIL AND SOD <br />16 <br />PIPE BEDDING <br />NOT TO SCALE <br />12" OVERLAP, MIN. <br />COURSE FILTER AGGREGATE <br />COARSE FILTER AGGREGATE <br />11 <br />4" PERFORATED PE DRAIN TILE PIPE <br />WRAPPED IN FILTER FABRIC <br />SOIL SEPARATION FABRIC <br />(MIRAFI 170N, OR EQUAL) <br />1100 <br />111-11=1 111 <br />11=111111=111 <br />1-111-111-111-1 <br />111-111-111-111 <br />1 1111 I 1111111 <br />111111111-111 <br />111-111-111-111-1 <br />11-111-111-1 1-111 <br />11111111111111 <br />1III-111H 1-1I H <br />III—III—I 1 I—III N1IIII—I I <br />18" MIN. EXISTING SUBGRADE SOIL <br />DRAIN TILE DETAIL <br />NOT TO SCALE <br />MITERED DRAIN GRATE <br />FOR INFORMATION SEE WEB SITE <br />AT WWW.MITEREDDRAIN.COM <br />(707) 620-0606 <br />4' X 4' SCOURSTOP <br />STABILIZATION <br />MAT AT OUTLET <br />MITERED END GRATE DETAIL <br />NOT TO SCALE <br />NOTES: <br />1.) HYDRANT SPECIFICATIONS PER CITY STANDARDS. <br />2.) ALL HYDRANT LEADS SHALL BE VALVED. <br />3.) ONE (1) 5' "HYDRAFINDER" WITH SPRING BASE HYDRANT FLAG <br />PER HYDRANT IS REQUIRED. <br />4.) "MEGA LUG" THRUST RESTRAINT GLANDS ARE REQUIRED ON <br />ALL HYDRANT LEAD JOINTS BACK TO THE WATERMAIN. <br />5.) HYDRANTS SHALL BE MARKED WITH APPROVED "OUT OF SERVICE" <br />TAGS WHEN INSTALLED. <br />6.) EXTENSIONS INSTALLED GREATER THAN 12" SHALL REQUIRE A <br />NEW SINGLE PIECE HEAVY DUTY VALVE ROD ASSEMBLY. <br />7.) WHEN INSTALLING A VALVE ROD EXTENSION, THE NON -BREAKABLE <br />COUPLING SLEEVES GO ON THE BOTTOM AND THE BREAKABLE SLEEVES <br />GO ON THE TOP OF THE EXTENSION ROD. VERIFY "TOP AND BOTTOM" <br />OF BREAKOFF SECTION. <br />d <br />3'-5' FROM TEE <br />NOT IN WHEEL TRACK 'm <br />MAIN <br />/\/\/\/\/\/\i <br />SCREW TYPE <br />l <br />GROUND LINE <br />GROOVE <br />VARIABLE <br />;] C <br />"MEGA LUG" <br />1 CUBIC YARD <br />WASHED DRAIN <br />ROCK COVER <br />WITH 4 MIL <br />POLYETHYLENE. <br />I IYDRANT FLAG TO <br />BE INSTALLED ON <br />THE NOZZLE SECTION <br />BACKFILL TO <br />BE TAMPED <br />"MEGA LUG" <br />8" CONCRETE BLOCK <br />O <br />4 <br />\\ • <br />\moi\ �i\, <br />\�j\�j\�j\j\ <br />w <br />O0 <br />> z <br />O i= <br />O 0 <br />OC Z <br />mz0 <br />CX) J Li_ <br />0 O <br />O 0 <br />cC <br />O O <br />m <br />UNDISTURBED SOIL <br />HYDRANT & GATE VALVE <br />INSTALLATION DETAIL <br />NOT TO SCALE <br />O 'L <br />O <br />LY <br />vo a) O <br />Lm 2 <br />CiS al -1 <br />Jw171),M <br />Li) <br />LC) <br />z <br />2 <br />co <br />-J <br />co <br />N <br />c) <br />o>- <br />¢11 E- <br />—• J Lu <br />Z <br />Z 0 <br />w 0 z <br />ZW• < <br />¢� ZO <br />d m ¢ U' w <br />• w Z <br />< O J <br />Qd Q zu_ <br />=wz00 <br />LL_cn5wF- <br />�¢ix0O) <br />w <br />U ▪ Z D , H <br />>-0�u_ <br />°JWQZ0 <br />�Wwzv <br />w <br />0 <br />- O O J J <br />N <br />0) <br />10 <br />0 <br />z <br />K <br />10 <br />rn <br />Lu <br />0 0 <br />COMM: 12146115 <br />01/19/15 <br />REVISIONS: <br />Addendum No. 2 <br />LO <br />C9 <br />N <br />Watershed Submittal <br />Watershed Comments <br />Watershed Revs <br />Watershed Revs <br />10 <br />Lo co <br />� N <br />0 <br />() <br />0 <br />Lino Lakes <br />1710 Birch Street <br />Lino Lakes, Minnesota <br />Details <br />N) <br />N <br />Lf) <br />0, <br />O <br />00 <br />N <br />10 <br />10 <br />SUITE 504 APPLE VALLEY, MN <br />c3 <br />z <br />5 <br />Zx <br />(0)- <br />F F <br />O <br />