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GRATE PER CIT" <br />STANDARD DETA <br />HWL:912.5 � �6"� <br />48" � <br />ELEV: <br />6„ <br />912.1 <br />INV: <br />911.1 <br />INV:908. <br />fill <br />INV:908.0 <br />15" RCP ;n <br />15" RCP <br />OUTLET <br />EL: 907.0 <br />INLET PIPE <br />0 <br />• e • e e • d• <br />6" D.T. <br />INV:908.0 PRECAST CONCRETE SLAB BASE <br />POND OUTLET CONTROL STRUCTURE OCS-100 <br />(NOT TO SCALE) <br />930 <br />925 <br />915 <br />r•,'y <br />P19NEERengineering <br />CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS <br />WETLAND A <br />15" F.E.S. <br />2.9 C.Y.— CLAII <br />RIP RAP W/GEOTEXTILE <br />FILTER BLANKET <br />TIE LAST 3 JOINTS <br />0 <br />0 <br />0 <br />\I <br />6" D.T., \�\ WETLAND A ,f <br />— — INV=908.0 1 / <br />6 D.T. <br />INV=908.0 <br />F <br />CB-121 <br />I <br />------ -- 4" D.T. C.O.--------j1+01 <br />_ �-/ 4" D.T. C.O. <br />0 3+07.81 STREET A PRIVATE <br />/ o OU TLOT D <br />BASIN 1 Piq <br />6+50 6+00 5+00 4+00 3+00 2+00 1 00 <br />FES-100A C6MH-103 <br />/ \ \ — — — 4" D.T. --- <br />OCS-100 ---------------------------------------------------- <br />-- ---- ------ -- ---- ---- ------ <br />/ FES-101 <br />3+42.81 <br />CBMH-102 i CBMH-7 <br />141 <br />3+07.81 � <br />FES-100B OU TLOT E OU TLOT F ; - <br />WETLAND A CBMH-131 <br />• I <br />4" D.T. C.O. <br />I r <br />I <br />FES—EX-1 <br />INV:907.62 <br />I EX. 258' — 24" RCP CL3 @ 0.19% <br />El <br />__ ck� � � <br />4" D.T. C.O. <br />LOT 1 , <br />I <br />1 <br />I <br />I <br />I <br />I <br />- — —----------------------------------------- -----_ — — — — — — — — — — — — — — - <br />----------------- — — - <br />----- CB-133 <br />---------------- 4" D.T. C.O. <br />oh oh oh oh oh oh o oh —oh —oh —oh— h <br />W N <br />Z _I <br />r O <br />O O <br />coo <br />O CO (U) <br />C NLo _I <br />0) —0 <br />> > O <br />EMZZ <br />p 18" F.E.S. <br />Q 0) W/ TRASH GUARD, <br />0 � 3.6 C.Y.— CLAII <br />j O RIP RAP W/GEOTEXTILE <br />w > FILTER BLANKET <br />Z TIE LAST 3 JOINTS <br />BASIN 1P <br />24' --/ <br />15" RCP CL5 20' <br />@ 0.84% 15" RCP CL5 <br />@ 0.00% <br />15" F.E.S. <br />TIE LAST 3 JOINTS <br />N <br />O <br />m <br />U <br />cn z Ld _I <br />I I 100 <br />00 N In r <br />r r r <br />rN0 7 <br />rorN <br />O N r7 N p� <br />N (D r r <br />I�00) 0)(3)I— <br />�L6Z Z Zo <br />'E»» <br />1Kmz z zz <br />PROPOSED <br />GRADE <br />20 ' <br />» <br />„ �� �_15 CP CL5 <br />18 RCP CL5 @ 0.35% <br />@ 0.40% <br />�z <br />EXISTING <br />1 GROUND <br />X <br />— 23' <br />12 RCP CL5 12" RCP CL5 <br />@ 0.85% @ 0.45% <br />U <br />:2z <br />3::_1 <br />X <br />PM <br />I <br />RELOCATE EXISTING <br />CATCH BASIN <br />5 TO NEW CURB LOCATION <br />& EXTEND EX. 15" RCP <br />5" <br />4" D.T. <br />4" D.T. C.O. j <br />II I <br />I <br />I � <br />I I <br />I I <br />I I <br />I I <br />I <br />4" D.T. C.O. <br />I I <br />I I <br />I I <br />I I <br />l <br />I <br />U <br />w <br />1 z N _I <br />CV 1 1 i() <br />r N N r <br />rr4l) r r <br />N 00 p <br />�0) <br />n� <br />= O <br />> > <br />'Z <br />OPOSED <br />ADE <br />`—EXISTING <br />— 26' GROUND <br />12" RCP CL5 <br />@ 0.45% <br />c� <br />�z <br />3: T <br />X <br />zz <br />z <br />U) l <br />X <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 />1 <br />CBMH <br />i <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 />925 <br />915 <br />r•,'y <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 />