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930 <br />' <br />z <br />N <br />N Z L'i_1 <br />N w=1 <br />p <br />I I I ap <br />OONII)� <br />o� <br />Lr)N <br />925 '' <br />���� <br />��'o <br />Cn <br />I'7 <br />O <br />N (.0cfl <br />N� f) I� N <br />ap <br />I- - N <br />04 <br />��~ <br />N p N Vi N OS <br />ON(p� <br />�� N C O <br />pry <br />�rn <br />� p <br />O <br />—� 0 0 0 0 H <br />=mL6Z Z Zpp <br />�� 0-) H <br />=mLoZ zp <br />U�mZ�Z <br />Z ZZmEZ <br />UEm--—m--- <br />ZZmUY-J920 <br />915 <br />26' <br />12" RCP CL5 <br />01t�l <br />0 <br />Z Z <br />N I <br />x <br />i•� <br />PICNEERengineering <br />CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS <br />24" RCP CL3 @ 0.19% <br />PROPOSED <br />GRADE <br />184' <br />62' '15" RCP CL5 <br />—18"#RCP =-5— @ 0.40% <br />@ 0.40% <br />EXISTING <br />GROUND <br />0— -� <br />RELOCATE EXISTING <br />CATCH BASIN <br />TO NEW CURB LOCATION <br />& EXTEND EX. 15" RCP <br />N/ F- 1'I <br />STRUCTURE TABLE <br />STRUCTURE <br />NAME <br />TYPE <br />STRUCTURE <br />SIZE <br />NEENAH <br />CASTING OR <br />EQUAL <br />NOTES <br />100 <br />OCS <br />48" DIA. <br />SPECIAL <br />102 <br />CBMH <br />48" DIA. <br />R-3067 V <br />103 <br />CBMH <br />48" DIA. <br />R-3067 V <br />104 <br />CBMH <br />48" DIA. <br />R-3067 V <br />105 <br />CBMH <br />48" DIA. <br />R-4342 <br />111 <br />CB <br />36"X24" <br />R-3067 V <br />1 <br />121 <br />CB <br />36"X24" <br />R-3067 V <br />1 <br />131 <br />CBMH <br />48" DIA. <br />R-3067 V <br />132 <br />CBMH <br />48" DIA. <br />R-3067 V <br />133 <br />CB <br />36"X24" <br />R-3067 V <br />141 <br />CBMH <br />48" DIA. <br />R-3067 V <br />STORM STRUCTURE TABLE NOTES: <br />1. WATER TIGHT STRUCTURES <br />A. STRUCTURE SHALL HAVE AN INTEGRAL BASE <br />B. PIPE CONNECTION TO STRUCTURE WITH PRESS —SEAL <br />WATER STOP GROUT RING OR APPROVED EQUAL. <br />C. PIPE JOINTS WITHIN 10' OF WATERMAIN WILL BE TONGUE <br />AND GROOVE WITH A HAMILTON KENT SUPERSEAL <br />GASKET OR APPROVED EQUAL MEETING ASTM-443 <br />D. ALL MH JOINTS WILL BE TONGUE AND GROOVE WITH A <br />HAMILTON KENT SUPERSEAL GASKET OR APPROVED <br />EQUAL MEETING ASTM-443. <br />0 25 50 100 <br />GRAPHIC SCALE IN FEET <br />930 <br />z <br />� <br />`I <br />1 <br />Ld <br />Z <br />1 pp <br />N <br />Q <br />W W <br />wl <br />N <br />if) N <br />U <br />I <br />- <br />I <br />r <br />0') <br />O <br />w <br />LO U-) <br />�p <br />O <br />co <br />��LO <br />� <br />oN <br />925 <br />00� <br />NO <br />n0O <br />�2 <br />O <br />oLO <br />O <br />cfl r7 <br />v-p <br />O O <br />nm�H <br />—Z Z <br />LO H <br />p�O <br />0�` <br />2rn <br />O <br />p <br />r7 — O <br />IOn00 <br />CO nLO <br />co <br />0�� <br />D <br />�I <br />0)LOO <br />m�m»> <br />> <br />X-MmXo�� <br />FN <br />oO��J� <br />C <br />0� <br />EmZ ZZ <br />mZ <br />O w <br />O <br />» <br />� <br />m <br />PROPOSED <br />j <br />mz <br />zmzz <br />920 <br />GRADE <br />II II <br />915 <br />90' <br />-----u <br />18 <br />12" RCP CL5 <br />12" RCP CL5 <br />RELOCATE & ADJUST 11' <br />EXISTING CATCH BASIN 15" RCP CL5 EX. 54' <br />@ 0.60% <br />��,�5% <br />& EXTEND STORM SEWER @ 1.07% 15" RCP CL5 <br />1.07% <br />910 <br />3: <br />Z EXISTING <br />1 GROUND <br />�CD <br />�Iz <br />SIX <br />x <br />ZU <br />z <br />Ni <br />x <br />i•� <br />00-ENG-118283-SHEET-STRM <br />2422 Enterprise Drive (651) 681-1914 <br />Mendota Heights, MN 55120 Fax: 681-9488 <br />www.pioneereng.com <br />© 2019 Pioneer Engineering, P.A. <br />