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TWINE OR 1MRE <br />POINT A MUST BE <br />HIGHER THAN POINT B TWO 2" X 2" WOOD STAKES OR REINF. <br />BARS IN EACH BALE AND EMBEDDED <br />IN GROUND 10" MINIMUM. <br />BALES PLACED ON <br />EDGE. BUTTED TIGHT <br />3" EARTH. FILL <br />FLOW <br />STAKE <br />STD. 1.33 LBS. PER FT. <br />METAL FENCE POST - 6' LONG <br />;SNOW FENCE <br />SPACING FOR <br />BALE DITCH CHECKS <br />OPTION 1 BALE HAY OR STRAW DITCH CHECK OPTION 2 <br />TO BE USED WITH SNOW FENCE AT LOCATIONS AS SHOWN ON THE PLAN SHEETS <br />ALSO TO BE USED WITH OR WITHOUT SNOW FENCE AT OTHER LOCATIONS AS <br />DIRECTED BY THE ENGINEER. <br />% GRADE <br />SPACING <br />2% <br />100' <br />61E <br />B% <br />7 <br />40 <br />10% <br />25 <br />BALE HAY OR <br />STRAW DITCH CHECK <br />MLSE No. 480TR <br />MACE RIPRAP AROUND SIDES <br />MO OVER TOP OF F.E.S. <br />SEE KW 181 <br />FOR RIPRA OCTAL <br />MONO 10EAT8E FARE <br />REWIRED OLDER WRAP <br />HAND KACD1 RIPRAP I MOT DEEP <br />INOPAWAL STONES SNAIL NOT WBW <br />0055 THAN 50 PAN05 0AO1 =PT <br />THOSE MD FOR DIN/0/16. <br />1E UST 3 AMTS ON &LET AND OWET. F NO <br />APRON 8 05E0 19 THE UST 3 5CRON5 <br />OF PPE ON BPI INLETS AND COILED <br />ILA 2 1E DOLT FASTENERS 90 ANT <br />INSTALLED AT 60 FROM TOP 50 BOTTOM <br />OF PPE <br />UM 5/8 1E FOR PPE 502E5 TY TO 2Y. <br />WE 3/4' RE FOR PIPE 9205 30' 10 66'. <br />IRE 1' 1E KR PPE SIR OVER 7Y. <br />NM AND WASHED ARE NOT REARED ON <br />PIPE 92E LESS THAN 20. <br />TRASH WARDS ND BE REARED ON 18 OR <br />LARGER PIPE N PACE OF IRASI GUARDS <br />ENERGY �4� IMNNOT STANDARD <br />PATE 9E 80 PPE U9D 9/ {{,, <br />21'142' 31'4 P <br />4810 7Y 1 -1/4' 1Y <br />1 <br />e'WAx <br />T <br />PR040E 3 CUPS TO AS1EN TRASH GUARD TO RES. <br />HOT OP GAVAN0E AFTER FABRICA1014. <br />COMP RM/PI8P0O, <br />10 70 24' 810 12 CI CL3 <br />20 To 33' 14 TO 20 CT O-.3 <br />36'1048' 23 TO 38 CY CL3 <br />54' MID UP 52 CI IMO IP CIA <br />(ONE OBIC YARD 8 APPOO MA1ECY 2A00 ER.) <br />5150 <br />FILTIP 8ANXE RGEOR %IE FILTER T E R E <br />O <br />IR1 <br />UNDER F OR 2 LAMS <br />OF WAFT 500 0 FABRIC <br />OR EQUA L <br />FLIER BANET (1N0OT 3601291) <br />DEOTECRE FILTER 119E N <br />• 5412 sgV<0.3ipa. <br />MIN 12' WROTH <br />898.5100 1R ELEV. <br />897.5 -FA FV, <br />896.5 -50 Fv. <br />807104 <br />ELEV <br />2' 2" PRESSURE <br />F3 TREAD <br />L EI FM. 4898.0 <br />2' PRESSURE <br />TREATED BOARDS <br />u <br />LJ MIN. 6" X 6" <br />PRESSURE TREATED POSTS <br />4' MIN. BURY <br />NOTE: STAINLESS STEEL <br />BOLTS REQUIRED <br />Will if ILTOE8 3FA841CHED ROCK <br />CUSS II RIPRAP k- <br />W/ FILTER FABRIC <br />8" <br />2' MIN. EMBEDMENT <br />FROM TOP OF BOARD <br />Date: 09/7/04 <br />POND OUTLET <br />BAFFLE <br />MLSE No. 449 <br />s1 <br />NO SCALE <br />WASHED <br />PUN MEW OF DIAGONAL RAMP <br />w'""95 <br />PUN NEW OF PERPENDICULAR RM.P <br />PWAW APsTmas, <br />Oa <br />DTlsaw W iwlwrWwl. <br />COME SPACING <br />PAM na <br />DONE SECTION <br />FLARED END SECTION <br />WITH TRASH GUARD <br />MLSE No. 480 <br />RIPRAP AT RCP OUTLETS <br />MLSE No. 481 <br />ROCK CONSTRUCTION, <br />ENTRANCE <br />MLSE No. 510 <br />CATCH BASIN. <br />SEDIMENT FILTER <br />MLSE No. 406 <br />MNDOT STANDARD <br />HANDICAP RAMP <br />MLSE N. 780 <br />EAPIM9W <br />JON1 8 FILLER <br />CURE TYPE VANES <br />Y01104 W <br />GUTTER CNC <br />NEENNI R -3245 ORME <br />pp.PN EAAREA - TT11ppTYEPE <br />WTTER <br />A 6 <br />TRM191p1 SECTION <br />DPANSI FILLER <br />EMMEN <br />EF <br />NOTES: <br />I . 54' THRU 121' DIA. STRUCTURES ARE <br />NAMEACTNED ANTI MIL END <br />FAONC 001W. <br />2. STRUCTURES ARE 11N8FACRWED <br />N ACCORDANCE *1114 4512 0-478 <br />AND 4418101 STANDARD PUTT 400 <br />NTH R1N6D1 GASKET JOINTS <br />} <br />PROVIDE MORTAR RIFTS TO FR <br />TIE BOTTOM PORTICO( OF PPE 10 <br />DIRECT FLOW TO OUTLET. <br />4. MAER SLAB DF9O1 <br />VARIES NTH CASING <br />5. RETi08021G STEEL 91AU. <br />E PER ASIA C -478 NO <br />I1001 RAE 4005. <br />04101 BAS( 51RUIRE <br />CATCH BASIN PLAN <br />--lBl- A - --►181—.— <br />VARIES <br />PRECAST ''. OVER972 ME <br />FOB PPE OPTIONS <br />108010 <br />num. <br />/ / / // /// _. IrLUT /l/, <br />C <br />MOO <br />NAbW MOVER. ROPE OAP <br />10125. F® W IN00 <br />A <br />DISC ANCHORED (1. WRa <br />R/W <br />nR cawlE nw <br />ilia poi 3]60 iAa C R. N. NW COME <br />O WF-OOi 1W4 TYO A0 40 4 OIINWi <br />— �uOnAKO v AmpaP.TE RA; <br />—.• eA¢WMn RIP <br />11PWOE ToINmIeN STREET CROSS SECTOR — a Ruw.T <br />POT TO SCALE <br />RPM Y WARMS SMAN <br />FS AMA <br />LAICJIALIIIINALIELCIE <br />48" DRAM. & LARGER <br />MLSE No. 426 <br />TYPICAL COMMFRICAI <br />STREET CROSS — SECTION MLSE No. 429C <br />1/2' MORTAR ON OUTSIDE. <br />BETWEEN RINGS, CASTING & <br />CATCH BASIN. FINISH <br />SMOOTH ON INSIDE. <br />140 MORTAR ON INSIDE. <br />REMOVE CURB <br />BOX BOLTS <br />RINGS (3 MIN., 1.0' <br />MAX. OF RINGS B <br />MORTAR). <br />03/10/00 <br />VAR. <br />(4' MIN,) <br />VARIABLE <br />'INFI- SHIELD' SEAL <br />OR EQUAL <br />PRECAST COVER SLAB <br />SE LEON SLAB JOINTS. <br />CEMENT MORTAR <br />PRECAST BASE <br />MH SLAB <br />DIA. THICKNESS <br />mIMF1111•1 <br />NO WOOD SHALL BE MOD VTR ADJUSINO CASTING: CERRO MORTAR ONLY, <br />CAST IRON FRAME E: GRATE CASTOR PER SPECIRCA.IIONS. <br />HOETSTEPS 5AN11 BE CAST 041. AUMINW OR STEEL REINFORCED PIASIIC PER <br />COO. LOCATION SHALL BE AS NOTED N THE SPECINCARONS. <br />PRECAST ...CEO CONCRETE RASE SUB W COYER SUB PER ASIAN Care, <br />PRECAST REINFORCED CONCRETE MANHOLE MORONS PER ARTA 047*, <br />OR 8• CONCRETE MMRIOE 8.000 WREN 1/2• MORTARED EXIEDOR. <br />FURNISH PRECAST CONCRETE MANHOLE SECTIONS WITH O-RING GASNE15 k <br />W8RACANT EXCEPT AS OTHERWISE SPEOREL. <br />FILL OPENING BETWEEN 192 AND MANHOLE WALL NMI CEMENT MORTAR. <br />INSIDE SURFACE SHALL RE FNASHEO SAW.. <br />• 858140RA.1E0 PIPE 05 PESER 0 UA IO 00010 110 0140 00140'PDRIIL <br />STANDARD DRAWING <br />140. <br />.0 UKES <br />5' METAL OR 2'021144000 FENCE POST <br />GEO1EXTILE WITH NET <br />BACKING <br />020120TILE TO <br />OVERLAP THROUGH <br />TRENCH. <br />6, 00. <br />NOTE : -SILT FENCE SHALL CONFORM TO <br />MNDOT 3886, TYPE B. <br />- FENCING SHALL BE PLACED ALONG CONTOURS <br />OR AS DIRECTED BY ENGINEER. <br />4/23/97 <br />STANDARD DRAWING <br />N0. <br />4/24/97 <br />CAT <br />ITN KES <br />STANDARD DRAWING <br />140. <br />ON <br />O <br />F-•Z <br />�O2 <br />cc rx <br />pp <br />o <br />�A3Uj <br />I-O <br />J <br />—O- <br />M< <br />DETAILS SHEET <br />DEMAD <br />JAL <br />JAL <br />1850`001 <br />OAR <br />11/11/05 <br />C2.0 <br />