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m0 <br />II B <br />I I <br />CATCH BASIN TOP VIEW <br />NEENAH CASTING R -3067-V OR EJIW CASTING 703OM4 <br />OR APPROVED EQUAL <br />CONCRETE ADJUSTING RINGS W/MORTOR <br />MIN. 2 - MAX 8 <br />. .._ _. ._. __..-.-IC- <br />2' X 3' CATCH BASIN DETAIL <br />NEENAH CASTING R -3067-V OR EJIW CASTING 703OM4 <br />OR APPROVED EQUAL <br />0.42' <br />FOR ARCH PIPE <br />PIP -PAP 01 IANTITIFC !f: V 1 <br />PIPE DIA. <br />1 UO UO V <br />Q <br />F 2' <br />PIPE DIA. <br />RIP -RAP <br />12" <br />oOaOo0a 00 Ooag <br />24" 10 <br />42" <br />DITCH OR BASIN GRADE <br />15" <br />OO 0�00"U oO 00 � <br />A 2 00 000�0� 0000 O�o�0�O0a A 2 0 O J Q�OO �d� <br />O 6" GRANULAR FILTER LAYER <br />48" <br />29 <br />0° <br />L <br />�°O°�O��o <br />X00 00° OO <br />54" <br />34 <br />D <br />8 <br />OOH" OO OOH SECTION A -A <br />FILTER FABRIC <br />39 <br />SHEE ll ). <br />0 On 000 NOTES: <br />0000 <br />XX <br />XX <br />XX <br />XX <br />XX <br />00 <br />�0 <br />0 <br />OOOOOOO RIP -RAP SHALL BE HAND <br />°� 00 <br />7 <br />'I; E Of <br />BPd GHTON <br />�ii {��'i;;i"� <br />�E, s,ipr Nrc ,wra <br />leo i v o.o <br />COUNTY ROAD F/10TH STREET NW <br />STREET REHABILITATION <br />CITY PROJECT 15-1 <br />STORM SEWER DETAILS <br />Oa <br />Oa C)'O <br />PLACED. <br />NO DATE REVISION <br />S. /i. P, 147-020-041, 062–fi77-025 <br />NO DATE REVISION <br />NO DATE REVISION <br />O�O00000�0 <br />NO DATE REVISION <br />STORM SEWER SCHEDULE <br />S.A.P. 147-110-011 <br />NO DATE REVISION <br />0000 <br />OO <br />00 0 SEE SPECIFICATIONS FOR <br />Oa <br />�0o0a MATERIALS. <br />OO <br />00000 FILTER LAYER AND FABRIC <br />0 <br />1' <br />B <br />ARE INCIDENTAL TO RIP -RAP. <br />0 0 <br />5D <br />SECTION B -B <br />I I <br />CATCH BASIN TOP VIEW <br />NEENAH CASTING R -3067-V OR EJIW CASTING 703OM4 <br />OR APPROVED EQUAL <br />CONCRETE ADJUSTING RINGS W/MORTOR <br />MIN. 2 - MAX 8 <br />. .._ _. ._. __..-.-IC- <br />2' X 3' CATCH BASIN DETAIL <br />NEENAH CASTING R -3067-V OR EJIW CASTING 703OM4 <br />OR APPROVED EQUAL <br />0.42' <br />FOR ARCH PIPE <br />PIP -PAP 01 IANTITIFC !f: V 1 <br />PIPE DIA. <br />RIP -RAP <br />PIPE DIA. RIP -RAP <br />PIPE DIA. <br />RIP -RAP <br />12" <br />4 <br />24" 10 <br />42" <br />23 <br />15" <br />5 <br />27" 12 <br />48" <br />29 <br />18" <br />6 <br />30" 14 <br />54" <br />34 <br />21" <br />8 <br />36" 19 <br />60" <br />39 <br />CATCH BASIN TOP VIEW <br />48" <br />RIP -RAP FOR OUTLET TO <br />DRY DITCH OR BASIN <br />PRE -CAST CONCRETE TOP SLAB <br />NEENAH CASTING R -3067-V OR EJIW CASTING 703OM4 <br />OR APPROVED EQUAL <br />CONCRETE ADJUSTING RINGS W/ MORTAR <br />MIN. 2 - MAX 8 <br />-SEE STANDARD PLATE 4020 AND 4022 <br />FOR COVER REQUIREMENTS <br />INLET OUTLET <br />—6" MIN. PRE -CAST CONC. BASE MN/DOT <br />STANDARD PLATE 4011D <br />48" ROUND CATCH BASIN <br />MANHOLE <br />COVER CASTING <br />MN/DOT STND. PLATE NO.411OF <br />RING CASTING <br />NEENAH NO. R-1733 OR EJIW 1205 <br />OR APPROVED EQUAL <br />MN/DOT STND. PLATE NO. 4101D <br />CASTING 700-7 <br />CONCRETE ADJUSTING <br />RINGS W/ MORTAR <br />MIN. 2 - MAX. 8 <br />PRECAST OR BLOCK <br />WIDTH (W) <br />VARIES <br />INLET OUTLET <br />6" MIN. PRE -CAST CONC. BASE <br />STANDARD MANHOLE DETAIL <br />No. <br />Date <br />Revisions <br />App. <br />DRAWING NAME <br />HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION <br />CITY OF NEW BRIGHTON <br />S„ A.P. <br />147-020-040, 062-619-033 <br />SHEE ll ). <br />XX <br />XX <br />XX <br />XX <br />XX <br />DETAILS <br />DESIGNED BY: DML <br />DRAWN BY: DML <br />CHECKED BY: CGS <br />DATE: 3-2-15 <br />PROJECT N0. 15-1 <br />\ <br />i m e 1 >>1 ®rn <br />1 <br />2550 UNIVERSITY AVENUE WEST, SUITE 238N, ST, PAUL, MN 55114 <br />PHONE: 651-645-4197 <br />WWW.KIMLEY–HORN.COM <br />OR REPORT WAS PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A DULY <br />LICENSED HE STATE OF ENGINEER UNDER THE <br />LAWS OF THE STATE OF MINNESOTA. <br />7 <br />'I; E Of <br />BPd GHTON <br />�ii {��'i;;i"� <br />�E, s,ipr Nrc ,wra <br />leo i v o.o <br />COUNTY ROAD F/10TH STREET NW <br />STREET REHABILITATION <br />CITY PROJECT 15-1 <br />STORM SEWER DETAILS <br />11 <br />Q(� <br />89 <br />NO DATE REVISION <br />S. /i. P, 147-020-041, 062–fi77-025 <br />NO DATE REVISION <br />NO DATE REVISION <br />S.A.P. 147-121-005, 147-109-002 <br />NO DATE REVISION <br />CRAIG G. SCHUCHTING <br />DATE: 3-2-15 MN LIC. N0. 41295 <br />S.A.P. 147-110-011 <br />NO DATE REVISION <br />